PROJECT FEASIBILITY REPORTenvironmentclearance.nic.in/writereaddata/Online/... · Sangani, Dist: Rajkot Basically, the proposed location is not falling in GIDC & unit has proposed

PROJECT FEASIBILITY

REPORT

FOR OBTAINING

PRIOR ENVIRONMENT CLEARANCE

For

PROPOSED BIO-MEDICAL WASTE

MANAGEMENT SERVICE UNIT

From

M/s. Enpure Waste Management Services

LOCATED AT:

S. No.: 99/1, Plot No.: 12 to 21, At Vill.: Veraval, Tal:

Kotda Sangani, Dist: Rajkot

mailto:[email protected]

INDEX

CHAPTER

NO. TITLE PAGE NO.

1. Executive Summary 1

2. Categories of bio-medical waste and its mode of treatment 3

3. Introduction of Project / Background Information 4

4. Project Description 5

5. Details of pollution control facilities 12

6. Site Analysis 16

7. Planning Brief 18

8. Proposed Infrastructure 20

9. Rehabilitation and Resettlement (R & R) Plan 21

10. Project Schedule & Cost Estimates 21

11. Analysis of Proposal 22

PRE-FEASIBILITY REPORT M/S. ENPURE WASTE MANAGEMENT SERVICES

[1]

1. EXECUTIVE SUMMARY

M/s. Enpure Waste Management Services has proposed to the Bio Medical Waste

Treatment facility at S. No.: 99/1, Plot No.: 12 to 21, At Vill: Veraval, Tal: Kotda

Sangani, Dist: Rajkot

Basically, the proposed location is not falling in GIDC & unit has proposed Bio-Medical

Waste Treatment facility. Distance of interstate boundary is 301.75 Km from project

site. Therefore, project falls under category A of schedule 7(da), as per the EIA

Notification, Ammended Dated: 17/4/2015 for Bio Medical waste. Therefore, it requires

prior Environment Clearance.

Biomedical Waste (Management & Handling) Rules 1998, stipulates that occupier of

every organization generating biomedical waste (as defined in the Rules) must manage

his biomedical waste as prescribed in the Rules so as not to cause any harm to the

environment. It may not be possible for small nursing homes, dispensaries, clinical

laboratories and other small organizations or individual medical professionals to carry out

treatment and disposal of biomedical waste generated as per the methods prescribed in

the Rules on their own. Neither it is economical for even bigger hospitals to have their

own treatment facilities. A BMWTF is an ideal and perhaps only solution to all such

problems.

BIO-MEDICAL WASTE MANAGEMENT RULES As per the Gazette Notification dated 20th July, 1998 it is the duty of every occupier (a

person having control over an institution or premises) of an institution generating bio-

medical waste including a hospital, nursing home, clinic, dispensary, veterinary

institution, animal house, pathological laboratory, blood bank to take all steps to ensure

that such waste is handled without any adverse effect to human health and the

environment.

Under these rules…

Bio-medical waste shall not be mixed with other wastes.

Bio-medical waste shall be segregated into container / bags at the point of

generation as per their respective categories.

Bio-medical waste shall not be stored for more than 48 hrs.

Every occupier is required to set up requisite bio-medical waste treatment

facilities like incinerator,

Autoclave, microwave system for the treatment of waste or ensure requisite

treatment of waste at a common waste treatment facility.


[2]

Every occupier shall make an application to the prescribed authority for grant of

Authorization.

Every occupier shall maintain records related to generation, collection, reception,

storage, transportation, treatment and disposal of bio-medical waste.

There is no forest/wild life sanctuary/eco sensitive area present within 10 Km area from

the project site.

The proposed unit will be developed on Non-Agriculture land. The land is already Non-

Agriculture. The Proposed project activity will be developed as per plan lay out shown in

Annexure – 2 of EC Application in Non-Agriculture land.

Construction activity will be carried out for the proposed project. RCC Ground floor and

Roof type shed will be constructed.

For, Electric power requirement: Unit will apply for electric connection of 100 KVA to

PGVCL. One D. G Set of capacity 50 KVA will be installed which will be used in case of

power failure.

For proposed activity, water required for domestic & industrial purpose will be sourced

from Bore well. Three Bore well will be drilled. Domestic effluent will be disposed in to

Septic tank/Soak pit system. No Industrial effluent will be generated from process.

Solid hazardous waste will be generated from manufacturing process like Incineration

Ash & Disinfected and Shredded Plastic materials wastes will be generated. Hazardous

waste generated from the other industrial activity will be stored in a separate hazardous

waste storage area and then it will be disposed by selling to register re-cyclers/re-

refiners/reused.

Proper safety measures will be undertaken during storage, handling and use of

hazardous substance. Fire hydrants, Hose reel & Portable Fire Extinguishers will be

provided at key location.

Total area of project site is 5415.0 m2. The proposed green belt area is 2100.0 m2.

During operation phase 15 people (13 men + 2 women) will be required.


[3]

2. CATEGORIES OF BIO-MEDICAL WASTE AND ITS MODE OF TREATMENT

NO.

CATEGORY WASTE CATEGORY METHOD OF DISPOSAL

1 No.1 Human anatomical waste (human tissues, organs, body parts)

Incineration

2 No.2 Animal waste (animal tissues, organs, body parts carcasses, bleeding parts, fluid, blood and experimental animals used in research, waste generated by veterinary hospitals colleges, discharge from hospitals animal houses)

Incineration

3 No.3 Microbiology & biotechnology waste (wastes from laboratory cultures, stocks or specimens of microorganism live or attenuated vaccines, human and animal cell culture used in research and infectious agents from research and industrial laboratories, wastes from production of biological toxins, dishes and levices used for transfer of cultures)

Autoclaving/ shredding

4 No.4 Waste sharps (Needles, syringes, scalpels, blades, glass, etc. That may cause puncture and cuts. This included both used and unused sharps)


5 No.5 Discarded medical and Cytotoxic drugs (wastes comprising or outdated, contaminated and discarded medicines)

Incineration

6 No.6 Soiled waste (items contaminated with blood, and body, fluids including cotton, dressings, soiled plaster casts, lines beddings, other material contaminated with blood)

Incineration

7 No.7 Solid waste (wastes generated from disposable items other than the waste sharps such as tubings, catheters, in travenous sets etc.)


8 No.8 Liquid Waste (waste generated from laboratory and washing, cleaning, housekeeping and disinfecting activities)

disinfection by chemical treatment

9. No.9 Incineration ash (ash from incineration of bio-medical waste)

Disposal in secured landfill

10 No.10 Chemical Waste (chemicals used in production of biologicals, chemicals used in disinfection as insecticides, etc.)

chemical treatment for liquids and secured landfill for solids.


[4]

3. INTRODUCTION OF PROJECT / BACKGROUND INFORMATION

3.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT

Unit is located in Village Veraval. The Veraval is a Village in Kotada Sangani Taluka in

Rajkot District of Gujarat State, India. It is located 17.90 KM towards North from District

head quarters Rajkot, 3.58 KM from Ribda & 222.10 KM from State capital Gandhinagar.

List of product to be manufactured is as under;

LIST OF PRODUCT

Sr. No.

Name of Product Quantity (KG/Day)

1. Incinerator 2000

2. Auto clave 1000

3. Shredder 1000

PROJECT PROPONENT

M/s. Enpure Waste Management Services is a Private Limited Firm.

Mr. Dhaval Maheshbhai Moliya is one of the Partner of the company.

3.2 NATURE OF THE PROJECT

M/s. Enpure Waste Management Services is a small scale unit. It falls under the

category of Bio-Medical Waste Treatment facility.

3.3 NEED FOR THE PROJECT

M/s. Enpure Waste Management Services will be supplying Bio-medical Waste

Treatment Facility is a set up where biomedical waste, generated from a number of

healthcare units, is imparted necessary treatment to reduce adverse effects that this

waste may pose. Exposure to infectious BMW can result in disease or injury. It may

contain infectious agents, toxic or hazardous chemicals or pharmaceuticals, radioactive

wastes and waste sharps. The infectious wastes may contain any of the great variety of

pathogenic microorganisms. Pathogens in infectious wastes may enter the human body

through a number of routes like a puncture or cut in the skin, mucous membranes, by

inhalation or ingestion. Sharps may not only cause cuts and punctures but also infect the

wounds if they are contaminated with pathogens. Because of this dual risk – of injury and

disease transmission – sharps are considered as a very hazardous waste class. For e.g:

WHO estimates that, in 2000, injections with contaminated syringes caused 21

million hepatitis B virus (HBV) infections, two million hepatitis C virus infections

and 260 000 HIV infections worldwide. Other potential infectious risks may include the

spread of drug-resistant micro-organisms from health-care establishments into the

environment. The treated waste may finally be sent for disposal in a landfill or for

recycling purposes.

3.4 EMPLOYMENT GENERATION (DIRECT & INDIRECT) DUE TO THE

PROJECT

Due to the project, employment will be increased. The unit will hire local people from the

nearby villages.

People will get direct & indirect employment due to the project activity. Unit will hire 15

employees- (13 men + 2 women)


[5]

4. PROJECT DESCRIPTION

4.1 TYPE OF PROJECT

The unit has proposed to Bio-Medical Waste Treatment facility.

4.2 LOCATION

The site is located at about 22°08’34.79"N latitude and 70°48'41.24"E longitude.

LOCATION OF THE PROJECT

4.3 DETAILS OF ALTERNATE SITES

Proposed project is identically located on Non agriculture land having all adequate

infrastructure available. Therefore, no alternate site is considered for the proposed

project.

4.4 SIZE / MAGNITUDE OF OPERATION Proposed project activity will be carried out on S. No.: 99/1, Plot No.: 12 to 21, At Vill.:

Veraval, Tal: Kotda Sangani, Dist: Rajkot in RCC Ground floor and Roof type shed.


[6]

4.5 PROJECT DESCRIPTION WITH PROCESS DETAILS

DESCRIPTION OF PROCESS ACTIVITY FOR BIOMEDICAL WASTE:

A. RECEIPT:

Generator of the bio-medical waste is responsible for providing segregated waste to the

BMWTF operator. The Wastes shall be segregated as per the provisions of the Bio-

Medical Waste (Management & Handling) Rules, 1988 & Amendment in 2003. The

BMWTF operator shall not accept the non-segregated waste and such incident shall be

reported to the prescribed authority.

Temporary storage at healthcare unit shall be designated the coloured bags handed over

by the healthcare units shall be collected in similar coloured containers with cover. Each

bag shall be labeled as per the Schedule III & IV of the Bio-Medical Waste (Management

& Handling) Rules, so that at any time, the healthcare units can be traced back that are

not segregating the bio-medical wastes as per the rules. The coloured containers should

be strong enough to withstand any possible damage that may occur during loading,

transportation or unloading of such containers. These containers shall also be labeled as

per the schedule iii of the rules. Sharps shall be collected in puncture resistant container.

The person responsible for collection of bio-medical wastes shall also carry a register

with him to maintain the records such as name of the healthcare unit, the type and

quantity of waste received, signature of the authorized person from the healthcare unit

side, day and time of collection etc.

B. INCINERATION: Incinerator will be having double (dual) chamber, Primary chamber for incineration

of biomedical waste will run at 800±50°C and secondary will run at 1050±50°C

temperature to incinerate the gas liberated from first chamber.

Hot gases from the secondary chamber will go to cyclone separator for settling of

suspended particulate matter.

Than the gases will pass through wet alkali scrubber for removing harmful gases.

The clean gas will pass through the ID fan to go to the chimney having 30m

height.

INCINERATOR

Name of equipment BIOMEDICAL WASTE INCINERATOR SYSTEM

Type Multiple Chambers Process Air Pyrolytic

Capacity 100 KG/Hr and 150 Kg/hr Biomedical waste. Type of Waste to be incinerated

All Type of Biomedical waste

Fuel utilized LDO/HSD/GAS Fuel consumption 25-30 Ltr./hr (fuel consumption is variable,

depend upon calorific value of waste & it’s characteristic)

Total floor area occupied by 100 Sq. Mtr. Approx


[7]

the system Scrubbing media Caustic Lye solution. Fresh water required 500 Ltr/hr. Approx.

Waste Feeding Manually Ambient temperature 35o C +/- 10 %

Design temperature 1400o C Operating Temperature

Primary Chamber

Secondary Chamber

850o +/- 50o .C 1050o +/-50o .C

Operating Hours 10 Hrs/Day Start Up Time 1 Hours.

A. AUTOCLAVING:

The non-incinerable and infected waste will be taken for autoclaving (Gravity type) at

autoclave section.

Autoclave process will be carried out at 121°C temperature and 15 PSI pressure

for 60 min (Residence time).

Capacity of autoclave will be 100 kg/hr.

Necessary monitoring unit will be installed on autoclave.

Spore test will be carried out after completion of autoclave process to check its

feasibility.

HORIZONTAL CYLINDRICAL AUTOCLAVES

Specifications: Size : 1. 1200mm x 600mm x 600mm (LBH) Chamber : SS 316 Jacket : SS 304 Door : SS 304 (Sliding) Outer Insulation : SS 304 Operating Pressure : 1.2kg/cm2

Test Pressure : 3.0 kg/cm2

Operating Temperature : 121oC& 134oC Stand MS pipe Operation : Auto/Manual Steam Generator : SS 304 Having 3No’s heating elements of

6Kw each other accessories: Steam trap, pressure switch, Automation Accessories like solenoid pneumatic Valves, Vacuum pump etc.

Automation Hardware : PLC based automation, Auto-control panel, Automation accessories, HMI.

Optional Software : SCADA software, for controlling, Monitoring and recording of cycle Parameters

B. SHREDDING:

After disinfecting BMW in autoclave it will be loaded into shredder machine for

shredding process.

Capacity of shredding machine will be 75kg/hour.

Shredded waste will be collected in plastic bags and then will be send to

authorized recycler.


[8]

C. TREATMENT OF SHARP WASTE:

Sharp waste like needle/blade etc will be destroyed by means of syringe cutter to

prevent further use.

PROCESS FLOW DIAGRAM OF BIOMEDICAL WASTE

Generator hospital

/ dispensary

TRANSPORTATION SCHEDULE

Internal transportation carried out by closed body tricycle in small town/congested town.

External transportation from town to site will be done by closed body diesel tempo/close body jeep like vehicle as per BMW rule 1998 daily.

SEGREGATION OF BIO MEDICAL WASTE

Color coded polythene bags will be provided to individual BMW generator for segregation and storage of BMW at source.

Category wise segregation of BMW rules 1998 will be done which includes incineration waste and non incinerable waste.

TO THE SITE

INCINERABLE

INCINERATOR (Incineration of incinerable

waste)

LANDFILLING

(Ash to landfill site/TSDF)

NON INCINERABLE

WASTE

AUTOCLAVE

(Autoclaving of non

incinerable waste for

disinfection)

SHREDDER

(Shredding of the

syringe /needle and

disinfected waste)

AUTHORIZED RECYCLER


[9]

4.6 DISPOSAL OF TREATED BIOMEDICAL WASTE

The treated bio-medical waste shall be disposed as per the following table.

NO. WASTE CATEGORY DISPOSAL METHOD

1 Wastes after disinfection and shredding plastic materials

Collection, storage and sold to authorized recycler

2 Disinfected & Shredded sharps Sharp Pits

3 Incineration ash Collection, storage and disposal to TSDF site

4 Treated waste water Used for scrubber

5 ETP Sludge Collection, storage and disposal to TSDF site

4.7 RESOURCE OPTIMIZATION / RECYCLING AND REUSE

Used oil generates from operation of DG Set will be reused as lubricant for the machinery.

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

Energy / Power Requirement & Its Source

Electric power requirement for proposed project is 100 KVA, which will be procured from

Pakshim Gujarat Vidyut Company Ltd. (PGVCL).

One D. G Set of capacity 50 KVA will be installed which will be used in case of power

failure.

Water Availability & Its Source

Source of Water: Bore well (Water Depth: 20 – 25 Mtr.)

WATER CONSUMPTION

Sr. No.

Category Water

Consumption (KL/day)

i Domestic 0.5

Ii. Industrial

1. Washing & Cooling 9.5

2. Gardening 8.2

TOTAL () 17.7

GRAND TOTAL (i + ii) 18.2


[10]

4.9 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 Water

Consumption (KL/day)

i Domestic 0.3

Ii. Industrial

1. Washing & Cooling 9.0

2. Gardening Nil

TOTAL (i) 9.0*

GRAND TOTAL (i + ii) 9.3

Note: *Total 9.0 waste water will be generated, which will be treated in ETP and will be

reused in scrubber. Domestic waste water will be disposed off into Soak Pit/Septic tank.

Disposal of Wastewater:

1. Domestic effluent will be disposed in to Septic tank / Soak pit system.

2. The effluent generated will be treated and used in scrubber. Therefore there

will be no any kind of effluent to be generated.

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

Hazardous waste will be generated from the process will be stored in a separate

hazardous waste storage area and it will be disposed by selling to the register re-

cyclers/re-finer/reused.

Sr.

No

Waste Quantity Schedule

process No.

Method of Storage &

Disposal

1. ETP sludge 125

kg/month

34.3 Collection, Storage and

disposal to TSDF site

2. Incineration Ash 0.5-1.0

MT/month

09 (BMW

Rules)

Collection, Storage and


3. Disinfected and

shredded plastic

materials

30-40

MT/month

04 & 07

(BMW Rules)

Collection, Storage and sold

to authorized recycler


[11]

The municipal solid wastes generated during operation phase will be disposed to bin

of Industrial park.

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

SCHEMATIC REPRESENTATIONS OF PROJECT

4. Used Oil 20 lit/year 5.1 Collection, Storage and

Reuse as lubricant for

machinery and balance will

be sold out to authorized

recycler.

Location of Project

Activity

Outside GIDC/Notified area

Thus, project falls under category A

Bio –Medical waste Treatment facility Thus, falls under schedule 7(da)

Thus, overall project does not require EIA as per MoEF

notification.


[12]

5. DETAILS OF POLLUTION CONTROL FACILITIES

5.1 DESIGN DETAILS OF PROPOSED E.T.P FOR WASTE WATER

GENERATED FROM BIO MEDICAL WASTE TREATMENT FACILITY.

ETP flow rate: 9.0 m3/d

SR.

NO. NAME OF PROPOSED ETP

UNIT

CAPACITY

QTY.

1. Collection Equalization Tank Capacity: 9.0 m3 1

2. Chemical Dosing Tank Capacity: 50.0 liter 2

3. Primary Settling Tank Capacity: 3.5 m3 1

4. Treated water Storage Tank Capacity: 9.0 m3 1

5. Sand Filter Type: Sand filter

Capacity: 3.0 m3/h

1

6. Activated Carbon Filter Type: Activated carbon filter

Capacity: 3.0 m3/h

1

7. Sludge Drying Beds Size: 1.0m×1.0m×0.8m 2

8. Raw Effluent Transfer Pump Capacity: 3.0 m3/h 02

(01w+01s)

9. Filter Feed Pump Capacity: 3.0 m3/h 02

(01w+01s)

5.2. DESCRIPTION OF TREATMENT OF BIOMEDICAL WASTE EFFLUENT

TREATMENT PLANT:

Effluent Treatment Plant consist of primary and tertiary treatment for the treatment

of effluent generated from the washing of the plant space which includes floor and

space around incinerator and from scrubber. The effluent after chemical dosing

will be collected in collection cum equalization tank then will be transferred to

primary settling tank where suspended particles will settle down and the

supernatant will be transfer to sand and carbon filter unit .The treated effluent

from the filter unit will be reused for scrubbing proposed in incinerator facility.


[13]

5.3 EXPECTED CHARACTERISTIC OF PROPOSED FINAL TREATED EFFLUENT:

Based on the design data of proposed ETP unit, the expected characteristics of

proposed final treated effluent shall be meets following norms:

Sr. No.

PARAMETERS UNIT

RAW EFFLUENT

AFTER PRIMARY

FINAL EFFLUENT

1. pH pH 7.2 7.7 6.5-9.0

2. Suspended Solids mg/L 345 80-100 <100

3. Total Dissolved Solids

mg/L 1800-1900 1900 <2100

4. C.O.D. mg/L 425 90-100 <250

5. B.O.D. mg/L 142 25-30 <30

6. Oil & Grease mg/L 2.8 0.9 <10

7. Bio-assay test survival of fish

- -

90% survival of fish after 96 hours in 100% effluent

5.4 ETP FLOW DIAGRAM FOR BIO-MEDICAL WASTE TREATMENT PLANT

Collection cum

equalization

tank

Primary settling

tank

Sludge drying

bed

Sand carbon

filter Treated effluent

tank

Gardening

Effluent from

Plant P

Pump

Pump

P

Scrubber


[14]

5.5 DDEETTAAIILLEEDD OOFF AAIIRR PPOOLLLLUUTTIIOONN CCOONNTTRROOLL SSYYSSTTEEMM::

TYPE OF FUEL & IT’S CONSUMPTION

SR. NO.

TYPE OF FUEL TOTAL

QTY

01 Diesel 500 Lit/Day

DETAILS OF AIR POLLUTION CONTROL SYSTEM FOR BIOMEDICAL

WASTE MANAGEMENT

STACK NO.

VENT ATTACHED TO

VENT HEIGHT

APCM Concentration of Pollutants

1. Shredder 12mm Dust collector

SPM<150mg/Nm3

2. Incineration Unit 30 m Cyclone separator &

Water scrubber

SPM<150mg/Nm3

SO2< 100 PPM

NOx<450 PPM

HCL<50 PPM

Total dioxins and furans <0.1 ng TEQ/Nm3 (at 11 % O2)

3. D.G Set

(50 KVA)

8 m --- SPM<150mg/Nm3

SO2< 100 PPM

NOx<50 PPM


[15]

5.6 HHAAZZAARRDDOOUUSS WWAASSTTEE GGEENNEERRAATTIIOONN AANNDD DDIISSPPOOSSAALL SSYYSSTTEEMM::

Sr.

No

Waste Quantity Schedule

process No.

Method of Storage &

Disposal

1. ETP sludge 125

kg/month

34.3 Collection, Storage and


2. Incineration Ash 0.5-1.0

MT/month

09 (BMW

Rules)

Collection, Storage and


3. Disinfected and

shredded plastic

materials

30-40

MT/month

04 & 07

(BMW Rules)

Collection, Storage and sold

to authorized recycler

4. Used Oil 20 lit/year 5.1 Collection, Storage and

Reuse as lubricant for

machinery and balance will

be sold out to authorized

recycler.


[16]

6. SITE ANALYSIS

6.1 CONNECTIVITY

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

Airport, telephone, internet, fax, post, etc.

Nearest town Veraval is located 0.89 Km in NW direction, Ribda is located 3.58 Km in SW

direction from the project site.

Nearest city, district headquarters Rajkot is located 17.90 Km in NNW direction from the

project site.

National Highway No. 8B is located 2.35 Km in W direction & State Highway No. 233 is located

2.24 Km in SW direction from the project site.

Nearest railway station Rajkot railway station is located 18.72 km in NNW direction & Ribda

railway station is located 2.16 in SW Direction from the project site.

Nearest airport Rajkot is located 18.89 km in NNW direction from the project site.

6.2 LAND FORM, LAND USE AND LAND OWNERSHIP

The proposed unit will be developed in Non-Agriculture land. The land is totally flat. 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 Area (m2)

GROUND FLOOR

1. Treated Biomedical Waste Storage Area 35.0

2. Raw Biomedical Waste Storage Area 35.0

3. D. G Set 5.0

4. Security office 9.0

5. ADM. Office 60.0

6. Electric room 9.0

7. Incinerator 240.0

8. Autoclave 25.0

9. Shredder 25.0

10. E.T.P area 60.0

11. Gas and steam room 25.0

12. Parking 170.0

13. Green belt area 2100.0

14. Clean-Wash 60.0

15. Staff Quarters 120.0

16. Solid waste pit 9.0

17. Open area 2428

Total 5415.0


[17]

6.3 TOPOGRAPHY

The project area is plain and flat surface with elevation 185 m above MSL. However, in

the NE part, the elevation is in the range of 184 – 204 m above MSL & in the SW part,

the elevation is in the range of 185 – 182 m above MSL. The general slope of the area is

from NE to SW. In the buffer zone towards NE, E & SE, the elevation rises to 210 m and

above MSL & towards S, SW & W the elevation descend to 175 m above MSL.

6.4 EXISTING 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 is located in an industrial park. There shall

be no forest, wild life sanctuary, eco sensitive area within 10 km from the project site.

The details of water bodies and nearest park are mentioned below:

Haji River is 12.44 Km in NE direction.

Arabian Sea is 82.83 Km in NW direction.

Gir National Park is 112.23 Km in S direction.

Rampara Wildlife Sanctuary, Rajkot is 17.88 Km in N direction.

Pania Wildlife Sanctuary, Amreli is 103.83 Km in SSE direction.

6.5 SOIL CLASSIFICATION

Soil in the study area is primarily black & Silty clay in nature.

6.6 SOCIAL INFRASTRUCTURE AVAILABLE

The proposed project is located in an Non agriculture land. PGVCL will provide power

supply, Borewell water supply, pucca road, telephone & other communication network &

drainage network in the area.

Skilled & unskilled manpower are available within area. Ambulance and emergency fire

& medical service available round the clock.


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7. PLANING BRIEF

7.1 PLANNING CONCEPT

The unit has proposed to Bio medical waste treatment facility. Proposed project activity will

be carried out at S. No.: 99/1, Plot No.: 12 to 21, At Vill.: Veraval, Tal: Kotda Sangani, Dist:

Rajkot. Construction activity will be carried out for the proposed project. RCC Ground floor and

Roof type shed will be constructed. All the basic facilities like tap water, sanitation & drinking

water, canteen & First aid box will be provided within premises. The project site is well

connected with the road, railway and airport. Finished products and raw materials will be

transported through road. There is no requirement for the development of other road or

railway.

7.2 POPULATION PROJECTION

During operation phase 15 people-Direct (13 men + 2 women), 15 employees

7.3 LAND USE PLANNING

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

LAND AREA BIFURCATION

Sr. No.

Title Area (m2)

GROUND FLOOR

1. Treated Biomedical Waste Storage Area 35.0

2. Raw Biomedical Waste Storage Area 35.0

3. D. G Set 5.0

4. Security office 9.0

5. ADM. Office 60.0

6. Electric room 9.0

7. Incinerator 240.0

8. Autoclave 25.0

9. Shredder 25.0

10. E.T.P area 60.0

11. Gas and steam room 25.0

12. Parking 170.0

13. Green belt area 2100.0

14. Clean-Wash 60.0

15. Staff Quarters 120.0

16. Solid waste pit 9.0

17. Open area 2428

Total 5415.0


[19]

7.4 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL & SOCIAL)

The proposed project is located in an Non agriculture land. PGVCL will provide power

supply, Borewell water supply, pucca road, telephone & other communication network &

drainage network in the area.

Skilled & unskilled manpower are available within area. Ambulance and emergency fire &

medical service available round the clock.

Local people will be hired for new products and they will be trained within unit. Thus, no

social infrastructure will require.

7.5 AMENITIES / FACILITIES

All the basic facilities like tap water, sanitation & drinking water, canteen will be provided

within premises.

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

Adequate PPE’s will be provided to all workers.


[20]

8. PROPOSED INFRASTRUCTURE

1. Industrial Area Total Area – 5415.0 m2

Proposed Factory Building Area – 887 m2

2. Residential Area Residential area is located 0.89 Km in NW direction.

3. Green Belt Proposed – 2100.0 m2

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

site.

5. Connectivity National Highway No. 8B is located 2.35 Km in W direction &

State Highway No. 233 is located 2.24 Km in SW direction.

Nearest railway station – Rajkot railway station is located

18.72 Km in NNW direction & Ribda railway station is

located 2.16 Km in SW Direction.

Nearest Airport – Rajkot Airport 18.89 Km in NNW

direction.

6. Drinking Water Management Source of water for domestic & industrial purpose is from

Bore Well.

7. Sewerage System Domestic effluent will be disposed in to existing Septic

tank / Soak pit system.

The effluent generated will be treated and used in

scrubber. Therefore there will be no any kind of effluent to

be generated.

8. Industrial Waste Management Incineration Ash – Collection, Storage and disposal to

TSDF site

Used Oil – Collection, Storage, Transportation, Disposal by

selling to Registered Re-refiners approved by

GPCB/CPCB.

Disinfected and shredded plastic materials –

Collection, Storage and sold to authorized recycler

ETP sludge- Collection, Storage and disposal to TSDF

site

9. Solid Waste Management MSW disposed to bin of nearby Rajkot Nagarpalika.

10. Power Requirement & Supply /

Source

Source: Pakshim Gujarat Vidyut Company Ltd.

Proposed power requirement: 100 KVA


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9. REHABILITATION AND RESETTLEMENT (R & R) PLAN

The project is located within a Non agriculture land, No Rehabilitation & Resettlement (R &

R) plan is involved in proposed project.

10. PROJECT SCHEDULE & COST ESTIMATES

10.1 LIKELY DATE TO START OF CONSTRUCTION AND LIKELY DATE OF

COMPLETION

Production of proposed product will be started after getting Environment Clearance

(SEAC) and CTE/CC&A from the GPCB.

10.2 PROJECT COST ESTIMATION

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 Plot is owned by the project

proponent 24 -

Building RCC ground floor and Roof type

shed will be constructed. 3 115

Plant &

Machinery

New machineries required for the

proposed project. 5 90

Green Belt

Development

Proposed green belt area 2100 m2

will be developed 0.5 3

CSR Activity Donate computer to nearby 5 5

TOTAL - 37.5 213


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11. ANALYSIS OF PROPOSAL

11.1 FINANCIAL AND SOCIAL BENEFITS WITH SPECIAL EMPHASIS ON THE

BENEFIT TO THE LOCAL PEOPLE INCLUDING TRIBAL POPULATION, IF

ANY, IN THE AREA

Project is located on Non agriculture land. Therefore, No R & R plan involved in proposed

project.

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

nearby project area. Approx. 13 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, quality of living will be increase.

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

Documents

PROJECT FEASIBILITY REPORTenvironmentclearance.nic.in/writereaddata/Online/... · Sangani, Dist: Rajkot Basically, the proposed location is not falling in GIDC & unit has proposed