FORM 1 (Application for Environment Clearance Certificate) Sr. No

1

FORM 1 (Application for Environment Clearance Certificate)

Sr. No. Item Details

1. Name of the project/s M/s. Safe Enviro Private Limited

(Common Hazardous Waste Treatment

Storage Disposal Facility)

2. S. No. in the schedule 7(d) Common Hazardous Waste

Treatment Storage Disposal Facility

3. Proposed capacity/area/length/tonnage to be

handled/command area/lease area/number of wells

to be drilled

Secured Landfill

Cell

15 Million

Metric Ton

Incinerator 10 Million

Kcal/hr

Forced

Evaporation

3 × 175

KL/day

4. New/Expansion/Modernization New

5. Existing Capacity/Area etc. Not Applicable

6. Category of Project i.e. ‘A’ or ‘B’ Category ‘A’

7. Does it attract the general condition? If yes, please

specify.

No

8. Does it attract the specific condition? If yes, please

specify.

No

9. Location

Plot/Survey/Khasra No. Plot no. 697 to 721, 723 to 742, 867

to 874, 893, 938-940, 942 to 957,

966 to 976, 1040, 1045 to 1049

Village Magnad

Tehsil Jambusar

District Bharuch

State Gujarat

10. Nearest railway station/airport along with distance approx 3.16 km (Aankhi)

2

in kms. approx 38 km (Bharuch)

11. Nearest Town, city, District Headquarters along

with distance in kms.

Bharuch (~ 40 km)

12. Village Panchayats, Zilla Parishad, Municipal

Corporation, Local body (complete postal

addresses with telephone nos. to be given)

Magnad Village Panchayat

At Post: Magnad

Taluka: Jambusar

District: Bharuch, Gujarat.

13. Name of the applicant Safe Enviro Private Limited

14. Registered Address Safe Enviro Private Limited

1st Floor, K.G Chambers, Opposite

Gujarat Samachar Press Udhna

Darwaja Ring Road, Surat-395002.

15. Address for correspondence :

Name Mr. Hiral Desai

Designation (Owner/Partner/CEO) Director

Address 1st Floor, K.G Chambers, Opposite

Gujarat Samachar Press Udhna

Darwaja Ring Road, Surat

Pin Code 395002

E-mail [email protected]

Telephone No. 0261 2351248

Fax No. 0261 2354068

16. Details of Alternative Sites examined, if any.

Location of these sites should be shown on a topo

sheet

Location & knock out criteria of

alternative sites is attached with

prefeasibility report.

17. Interlinked Projects No

18. Whether separate application of interlinked project

has been submitted?

NA

19. If yes, date of submission NA

20. If no, reason NA

3

21. Whether the proposal involves approval/clearance

under: if yes, details of the same and their status to

be given.

(a) The Forest (Conservation) Act, 1980? No

(b) The Wildlife (Protection) Act, 1972? No

(c) The C.R.Z Notification, 1991? No

22. Whether there is any Government Order/Policy

relevant/relating to the site?

No

23. Forest land involved (hectares) No

24. Whether there is any litigation pending against the

project and/or land in which the project is propose

to be set up?

None

(a) Name of the Court

(b) Case No.

(c) Orders/directions of the Court, if any and its

relevance with the proposed project.

(I) Activity

1. Construction, operation or decommissioning of the Project involving actions,

which will cause physical changes in the locality (topography, land use, changes

in water bodies, etc.)

S.No.

Information/Checklist confirmation

Yes/No

Details thereof (with approximate

quantities /rates, wherever

possible) with source of

information data

1.1 Permanent or temporary change in land

use, land cover or topography

including increase in intensity of land

use (with respect to local land use

plan)

Yes Total land = 291 acres

Existing land use – Agricultural fallow land

1.2 Clearance of existing land, vegetation No NA

4

and buildings?

1.3 Creation of new land uses?

Yes Agricultural Fallow Land converted into industrial use. Development of secured landfill facility common hazardous waste treatment

1.4 Pre-construction investigations e.g.

bore houses, soil testing?

Yes Preliminary Survey shows that

average quality of soil is available.

Detailed Soil Investigation shall be

done during EIA study

1.5 Construction works?

Yes Construction of

• Intermediate storage

• Wheel wash facility

• Office building

• Laboratory Building

• Weighbridge

• Approach and internal road

• Compound wall

• Secured landfill cell in phases

• ETP as per site requirement

• Leachate well

• Ground water monitoring

well

• Incinerator shed

1.6 Demolition works? No Not applicable

1.7 Temporary sites used for construction

works or housing of construction

workers?

Yes Local laborers to be employed

from nearby villages. If required

make labor camp with basic

amenities shall be set up within

the site only.

1.8 Above ground buildings, structures or

earthworks including linear structures,

Yes All buildings are above ground

except landfill cells, foundations

5

cut and fill or excavations and underground storage tank.

1.9 Underground works including mining

or tunneling?

No Not applicable

1.10 Reclamation works? No Not applicable

1.11 Dredging? No Not applicable

1.12 Offshore structures? No Not applicable

1.13 Production and manufacturing

processes?

Yes Detail process description is

discussed in Pre feasibility report

1.14 Facilities for storage of goods or

materials?

Yes FO storage tank

Coal storage

Solid waste storage

Liquid waste storage

Semi solid storage

1.15 Facilities for treatment or disposal of

solid waste or liquid effluents?

Yes The effluent generated will be

treated in ETP, details on ETP

given in Prefeasibility report

Waste water generated shall be

treated in ETP and reused within

the plant premises

1.16 Facilities for long term housing of

operational workers?

No Priority to be given to local

villagers

1.17 New road, rail or sea traffic during

construction or operation?

Yes Only Road traffic will increase.

Traffic due to transportation of

construction material during

construction phase, during non-

peak, day hours of approximately

5 trucks.

During operation phase:

approximately 20 trucks.

6

Increase in Vehicular traffic due

to commute of employees and

workers during construction and

operation phase.

1.18 New road, rail, air waterborne or other

transport infrastructure including new

or altered routes and stations, ports,

airports etc?

No Existing infrastructure is

sufficient to cater the extra traffic

load due to the proposed project.

1.19 Closure or diversion of existing

transport routes or infrastructure

leading to changes in traffic

movements?

No Not Applicable

1.20 New or diverted transmission lines or

pipelines?

No Not Applicable

1.21 Impoundment, damming, culverting,

realignment or other changes to the

hydrology of watercourses or aquifers?

No Not Applicable

1.22 Stream crossings?

No Not Applicable

1.23 Abstraction or transfers of water from

ground or surface waters?

Yes Ground Water shall be abstracted

1.24 Changes in water bodies or the land

surface affecting drainage or run-off?

No Not Applicable

1.25 Transport of personnel or materials for

construction, operation or

decommissioning?

Yes Laborers and raw material will be

transported via the existing

Infrastructure

1.26 Long-term dismantling or

decommissioning or restoration works?

No Not Applicable. Closure of landfill

cell at end as per CPCB

guidelines. Green belt/garden will

be developed.

1.27 Ongoing activity during No Not Applicable

7

decommissioning which could have an

impact on the environment?

1.28 Influx of people to an area in either

temporarily or permanently?

No Priority will be given to local area

people

1.29 Introduction of alien species?

No Not Applicable

1.30 Loss of native species or genetic

diversity?

No Not Applicable

1.31 Any other actions? No Not Applicable

2. Use of Natural resources for construction or operation of the Project (such as

land, water, materials or energy, especially any resources which are non-

renewable or in short supply):

S.No.

Information/checklist confirmation

Yes/No


quantities /rates, wherever possible)

with source of information data

2.1 Land especially undeveloped or

agricultural land (ha)

Yes Agricultural fallow land.

2.2 Water (expected source & competing

users) unit: KLD

Yes Expected Source: Groundwater

95 m3/day for Industrial purpose

2.3 Minerals (MT) No Not Applicable

2.4 Construction material – stone,

aggregates, sand / soil (expected source –

MT)

Yes Cement, Steel, Rocks and

aggregates, Sand, Geo Membrane

Stone, Aggregate, Steel, Cement

Source: Local Supplier

2.5 Forests and timber (source – MT) No Not Applicable

2.6 Energy including electricity and fuels Yes 750 KVA

8

(source, competing users) Unit: fuel

(MT), energy (MW)

2 units of 750 KVA D.G Sets shall

be installed as Stand- by.

Source: GEB

2.7 Any other natural resources (use

appropriate standard units)

No Not applicable

3. Use, storage, transport, handling or production of substances or materials, which

could be harmful to human health or the environment or raise concerns about

actual or perceived risks to human health.

S.No.


Yes/No


quantities/ rates, wherever


information data

3.1 Use of substances or materials, which are

hazardous (as per MSIHC rules) to

human health or the environment (flora,

fauna, and water supplies)

Yes Different category of incinerable

& Landfillable hazardous waste

will be handled at site As per

Hazardous Waste management

and Handling Rules 2008 and

amendments thereafter

3.2 Changes in occurrence of disease or

affect disease vectors (e.g. insect or water

borne diseases)

No Not applicable

3.3 Affect the welfare of people e.g. by

changing living conditions?

Yes Improved living condition by direct &

indirect employment.

3.4 Vulnerable groups of people who could

be affected by the project e.g. hospital

patients, children, the elderly etc.,

No --

3.5 Any other causes

No ---

9

4. Production of solid wastes during construction or operation or decommissioning

(MT/month)

S.No.


Yes/No


quantities/rates, wherever possible)


4.1 Spoil, overburden or mine wastes No All the excavated material

generated out of foundation

excavation will be used for

construction of embankment of the

cell.

4.2 Municipal waste (domestic and or

commercial wastes)

Yes Solid waste in form of paper and

plastic waste generated during

operation will be sold to recyclers.

Garbage shall be converted into

compost through vermicomposting

4.3 Hazardous wastes (as per Hazardous

Waste Management Rules)

Yes Incinerated Ash, scrubber bleed,

ETP sludge and discarded

containers, salt from spray dryer

will be generated due to proposed

activity.

4.4 Other industrial process wastes No --

4.5 Surplus product

No --

4.6 Sewage sludge or other sludge from

effluent treatment

Yes ETP Sludge will be disposed off in

proposed secured landfill cell.

4.7 Construction or demolition wastes Yes Non-recyclable waste such as

concrete waste will be used for road

construction and all the recyclable

waste such as steel scrap will be sold

10

to vendors.

4.8 Redundant machinery or equipment No --

4.9 Contaminated soils or other materials No In case of spillage, soil will be

collected and stored and disposed of

as per Hazardous waste

management and handling rule

2008 and amendment thereafter.

4.10 Agricultural wastes No --

4.11 Other solid wastes No Ash from Incinerator to be disposed

off in the proposed Secured landfill

cell

5. Release of pollutants or any hazardous, toxic or noxious substances to air

(Kg/hr)

S.No.


Yes/No




5.1 Emissions from combustion of fossil

fuels from stationary or mobile

sources

Yes Coal will be used as fuel in HAG;

Furnace Oil will be utilize in

incinerator plant.

5.2 Emissions from production processes Yes Particulates, sulphur oxides,

nitrous oxides, HCl, CO

5.3 Emissions from materials handling

including storage or transport

Yes Fugitive emission from coal

handling and storage area

5.4 Emissions from construction activities

including plant and equipment

Yes Fugitive emissions during unloading

of construction material, concrete

mixers etc

5.5 Dust or odours from handling of

materials including construction

materials, sewage and waste

No --

11

5.6 Emissions from incineration of waste Yes Particulates, sulphur oxides,

nitrous oxides, HCl, CO

5.7 Emissions from burning of waste in

open air (e.g. slash materials,

construction debris)

No Not applicable

5.8 Emissions from any other sources

No ---

6. Generation of Noise and Vibration, and Emissions of Light and Heat:

S.No. Information/Checklist

confirmation Yes/No


quantities/rates, wherever possible) with

source of information data with source of

information data

6.1 From operation of equipment e.g.

engines, ventilation plant, crushers Yes

Increase in noise level due to the

movement of vehicles and construction

machinery.

6.2 From industrial or similar

processes Yes

Controlled, localized noise from

incinerator operation

6.3 From construction or demolition Yes

Minor increase in noise due to

transportation of construction material

6.4 From blasting or piling No Not applicable

6.5 From construction or operational

traffic Yes

Minor increase due to transportation

activity

6.6 From lighting or cooling systems No --

6.7 From any other sources No --

12

7. Risks of contamination of land or water from releases of pollutants into the

ground or into sewers, surface waters, groundwater, coastal waters or the sea:

S.No. Information/Checklist confirmation Yes/No




7.1 From handling, storage, use or spillage

of hazardous materials

Yes Hazardous incinerable waste will be

handled and stored at site. Handling

and storage study shall be done as

per the prescribed CPCB guidelines

and installation of adequate liner

system as per prevailing guidelines to

prevent contamination.

7.2 From discharge of sewage or other

effluents to water or the land (expected

mode and place of

discharge)

No It is proposed to install Effluent

Treatment plant with advance

technologies. After the treatment

same water will be utilized partly for

gardening purpose or other ancillary

purpose or sprinkled on landfill cell

or forced evaporated.

7.3 By deposition of pollutants emitted to

air into the land or into water

Yes It is proposed to install required

stack height along with air pollution

control measures, So that total

concentration of pollutant remains

below prescribed limit.

7.4 From any other sources No --

7.5 Is there a risk of long term build up of

pollutants in the environment from

these sources?

No --

13

8. Risk of accidents during construction or operation of the Project, which could

affect human health or the environment

S.No. Information/Checklist

confirmation Yes/No


quantities/rates, wherever possible) with

source of information data

8.1 From explosions, spillages, fires etc

from storage, handling, use or

production of hazardous substances

Yes Detail risk assessment report will be

prepared and mitigation measures will

be implemented.

Provision of fire fighting facility and

alarm system

8.2 From any other causes No --

8.3 Could the project be affected by

natural disasters causing

environmental damage (e.g.

floods, earthquakes, landslides,

cloudburst etc)?

Yes The project fall under seismic zone 3

(moderate level) earthquake zone.

9. Factors which should be considered (such as consequential development) which

could lead to environmental effects or the potential for cumulative impacts

with other existing or planned activities in the locality

S. No.


Yes/No


quantities/rates, wherever


information data

9.1 Lead to development of supporting

facilities, ancillary development or

development stimulated by the project

which could have impact on the

environment e.g.:

No --

14

• Supporting infrastructure (roads, power

supply, waste or waste water treatment,

etc.)

• housing development

• extractive industries

• supply industries

• other

9.2 Lead to after-use of the site, which could

have an impact on the environment

No Not applicable

9.3 Set a precedent for later developments No --

9.4 Have cumulative effects due to proximity

to other existing or planned projects with

similar effects

No --

(II) Environmental Sensitivity

S.No. Areas Name/

Identity

Aerial distance (within 15

km.)

Proposed project location

boundary

1 Areas protected under international conventions,

national or local legislation for their ecological,

landscape, cultural or other related value

None N.A

2 Areas which are important or sensitive for

ecological reasons - Wetlands, watercourses or

other water bodies, coastal zone, biospheres,

mountains, forests

None N.A

3 Areas used by protected, important or sensitive

species of flora or fauna for breeding, nesting,

foraging, resting, over wintering, migration

None N.A

15

4 Inland, coastal, marine or underground waters None N.A

5 State, National boundaries No N.A

6 Routes or facilities used by the public for access

to recreation or other tourist, pilgrim areas

No NA

7 Defence installations None NA

8 Densely populated or built-up area Yes Magnad (~1.7 kms) 3476

Aankhi (~ 2.80 km) 2751

Amod (~ 5.50 km) 92921

Jambusar (~4.62 km)

176559

9 Areas occupied by sensitive man-made land uses

(hospitals, schools, places of worship, community

facilities)

Yes Magnad (~1.7 kms) 3476

Aankhi (~ 2.80 km) 2751

Amod (~ 5.50 km) 92921

Jambusar (~4.62 km)

176559

10 Areas containing important, high quality or scarce

resources

(ground water resources, surface resources,

forestry, agriculture, fisheries, tourism, minerals)

None NA

11 Areas already subjected to pollution or

environmental damage. (those where existing

legal environmental standards are exceeded)

None NA

12 Areas susceptible to natural hazard which could

cause the project to present environmental

problems

(earthquakes, subsidence, landslides, erosion,

flooding or extreme or adverse climatic

conditions)

None

NA

16

“I hereby given undertaking that the data and information given in the application and

enclosures are true to the best of my knowledge and belief and I am aware that if any part

of the data and information submitted is found to be false or misleading at any stage, the

project will be rejected and clearance give, if any to the project will be revoked at our risk

and cost.

Date: 18/02/2015

Place: Surat, Gujarat

Hiral Desai

Safe Enviro Private Limited

K.G Chambers, Opposite Gujarat Samachar Press

Udhna Darwaja Ring Road, Surat-395002.

Signature of the applicant

With Name and Full Address

(Project Proponent/Authorized Signatory)

Pre feasibility Report

for

Safe Enviro Private Limited

New Project

Integrated Common Hazardous Waste Management Facility

At

Plot No.: 697 to 721, 723 to 742, 867 to 874, 893, 938-940, 942 to 957, 966 to 976, 1040, 1045 to 1049

Village: Magnad,

Tehsil: Jambusar,

Dist.: Bharuch

Prepared by

M/s Detox Corporation Private Limited

Surat, Gujarat

NABET Accreditation vide letter no. NABET/EIA/RA002/034 and list of QCI approved consultant uploaded on 5th January 2015

PREFEASIBILITY REPORT SAFE ENVIRO PRIVATE LIMITED

DETOX CORPORATION PRIVATE LIMITED 1

2015

Contents 1 EXECUTIVE SUMMARY .................................................................................. 5

2 INTRODUCTION OF THE PROJECT/ BACKGROUND INFORMATION ....................... 5

2.1 Identification of project and project proponent ................................................. 5

2.2 Need of the project and its importance to the country or region .......................... 6

2.3 Demand – Supply gap .................................................................................. 8

2.4 Import vs Indigenous production .................................................................. 10

2.5 Export possibility ....................................................................................... 10

2.6 Domestic/ export market ............................................................................ 10

2.7 Employment generation (Direct and indirect) due to the project ....................... 10

3 PROJECT DESCRIPTION .............................................................................. 11

3.1 Type of project including interlinked and interdependent projects, if any ............ 11

3.2 Location (map showing general location, specific location and project boundary & project site layout) with coordinates ....................................................................... 11

3.3 Details of alternate sites considered and the basis of selecting the proposed site, particularly the environmental considerations gone into should be highlighted .............. 15

3.4 Size or magnitude of operation .................................................................... 17

3.5 Project description with process details (a schematic diagram/ flow chart showing the project layout, components of the project etc should be given) ............................. 17

3.5.1 Secured Landfill Disposal Facility (TSDF) ....................................................... 17

3.5.2 Incineration Plant ........................................................................................... 21

3.5.3 Force Evaporation ...................................................................................... 27

3.5.4 Utility ....................................................................................................... 30

3.6 Raw material required along with estimated quantity, likely source, marketing area of final product/s, mode of transport of raw material and finished product ................... 34

3.7 Resource optimization/ recycling and reuse envisaged in the project, if any, should be briefly outlined ................................................................................................ 34

3.8 Availability of water its source, energy/ power requirement and source .............. 34



2015

3.8.1 Water ...................................................................................................... 34

3.8.2 Energy/ Power Requirement ........................................................................ 35

3.9 Quantity of waste to be generated (liquid and solid) and scheme for their management/ disposal ......................................................................................... 35

3.9.1 Waste water ............................................................................................. 35

3.10 Schematic representations of the feasibility drawing which give information of EIA purpose ............................................................................................................. 37

4 Site Analysis ............................................................................................. 38

4.1 Connectivity .............................................................................................. 38

4.2 Land form, land use and land ownership........................................................ 39

4.3 Topography (along with map) ...................................................................... 39

4.4 Existing land use pattern (agriculture, non agriculture, forest, waterbodies (including area under CRZ), shortest distances from the periphery of the project to periphery of the forests, national park, wild life, sanctuary, eco sensitive areas, water bodies (distance from HFL of the river), CRZ. In case of notified industrial area, a copy of Gazette notification should be given ....................................................................... 40

4.5 Existing infrastructure ................................................................................ 40

4.6 Soil classification ....................................................................................... 40

4.7 Climatic data from secondary sources ........................................................... 40

4.8 Social infrastructure available ...................................................................... 40

5 Planning Brief ............................................................................................ 40

5.1 Planning Concept (type of industries, transportation etc) Town and country planning/ development authority classification ......................................................... 40

5.2 Population projection .................................................................................. 41

5.3 Land use planning (break up along with green belt etc) ................................... 41

5.4 Assessment of infrastructure demand (physical and social) .............................. 41

5.5 Amenities/ Facilities ................................................................................... 41

6 Proposed infrastructure .............................................................................. 41

6.1 Industrial area (Processing area) .................................................................. 41

6.2 Residential area (Non processing area) ......................................................... 41



2015

6.3 Green belt ................................................................................................ 41

6.4 Social infrastructure ................................................................................... 42

6.5 Connectivity (Traffic and transportation road/ rail/ metro/ water ways etc) ........ 42

6.6 Drinking water management (Source & supply of water) ................................. 42

6.7 Sewerage system ....................................................................................... 42

6.8 Industrial waste management ...................................................................... 42

6.9 Solid waste management ............................................................................ 43

6.10 Power requirement & Supply/ source ............................................................ 43

7 Rehabilitation and Resettlement (R & R) Plan: Not applicable ........................... 43

7.1 Policy to be adopted (Central/ state) in respect of the project affected persons including home oustees, land oustees and landless laborers ....................................... 43

8 Project schedule and cost estimates ............................................................. 43

8.1 Likely date of start of construction and likely date of completion ....................... 43

8.2 Estimated project cost along with analysis in terms of economic viability of the project ............................................................................................................... 44

9 Analysis of proposal (Final Recommendations) ............................................... 44

9.1 Financial and social benefits with special emphasis on the benefit to the local people including tribal population, if any, in the area: ............................................... 44

LIST OF TABLES

Table 1: District wise break up of hazardous waste generation – Gujarat .......................... 7

Table 2: Examination of Rejection- Knock Out Criteria: ............................................................ 15

Table 3: Quality of HDPE liners ...................................................................................... 19

Table 4: Stack details for incineration system ........................................................................ 25

Table 5: Stack details for force evaporation system ................................................................. 28

Table 6: Specification of Hazardous waste for use as alternative raw material ..................................... 30

Table 7: Specification of HW for use of energy recovery ........................................................... 31

Table 8: Fuel details ................................................................................................... 34

Table 9: Water consumption for industrial purpose .................................................................. 35



2015

Table 10: Waste water generation .................................................................................... 35

Table 11: Land area break up .................................................................................. 41

Table 12: Connectivity ............................................................................................... 42

Table 13: Details of Hazardous Wastes generation and Disposal ................................................... 43

LIST OF FIGURES

Figure 1: Base map of 10 Km radius ................................................................................ 12

Figure 2: Satellite Map of Surrounding area ......................................................................... 13

Figure 3: Survey Map ............................................................................................. 14

Figure 4:Typical Bottom Liner System .............................................................................. 18

Figure 5: Typical Side Liner System ................................................................................. 19

Figure 6: Top Liner ................................................................................................... 20

Figure 7: Process Flow diagram for common Incineration system ................................................. 23

Figure 8: Flow diagram of Forced Evaporation ...................................................................... 29

Figure 9: ETP flow diagram .......................................................................................... 36

LIST OF ANNEXURES

Annexure 1: Lay out map

Annexure 2: Soil Testing Report



2015

1 EXECUTIVE SUMMARY

Safe Enviro Private Limited proposes to develop an Integrated Common Hazardous Waste Treatment Storage & Disposal Facility with incineration plant having capacity of 10 Million Kcal/hour and Secured Landfill cell with 15 Million Metric Ton (MMT) capacity. Allied facilities to be developed are 500 KL/day forced evaporation system.

The project will be located at Magnad Village, Tal: Jambusar, District: Bharuch Gujarat.

There is no national park or sanctuary in surrounding 10 Km radius. The project doesn’t fall under CRZ boundaries.

Stack with incinerator & Forced evaporation system shall be installed for the proposed project. The water consumption for the proposed project for industrial use is 95 m3/day and the major waste water generation will be from scrubbing reject, washing reject and domestic waste water which will be 50 m3/day approximately. The complete quantity shall be treated in Effluent treatment plant and partly used within plant premises for gardening and dust suppression.

Burnt incinerated ash, salt from spray dryer and scrubber and ETP sludge will be major hazardous waste generated and the same shall be disposed to inhouse landfill cell after pretreatment if required.

Employment shall be generated for local people in surrounding villages. The company is also involved in social activities in the surrounding villages.

The details related to the proposed project are discussed in the upcoming sections.

2 INTRODUCTION OF THE PROJECT/ BACKGROUND INFORMATION

2.1 Identification of project and project proponent

The existing landfill facility serves for around 500 industries sending their hazardous waste for landfilling and incineration. Considering the need of such facility in Bharuch District SEPPL has shortlisted land at village Magnad, Tal: Jambusar District: Bharuch for safe disposal of industrial hazardous waste and support infrastructure growth and ensure ecological and environmental preservation.

Brief Description of nature of project

Company proposes to develop Integrated Common Hazardous Waste Management Facility at Magnad having incineration plant with total capacity of 10 Million Kcal/hour and secured landfill facility of 15 MMT. Allied facilities to be developed along with the incinerator plant are Forced evaporation system, segregation plant, neutralization plant, Defuming plant, Blending unit and Bagging unit.



2015

2.2 Need of the project and its importance to the country or region

The need for installing this facility is as detailed below:

Central Pollution Control Board (CPCB) has made an assessment of the hazardous incinerable waste generation along with existing incineration & Landfillable capacity available in some of the states in the country. The assessment also includes the proposed capacity addition in the incinerator capacity in these states in future. The inventory of hazardous waste in Gujarat carried out by Gujarat Pollution Control Board brings out the following data.

Total Quantity of Hazardous Wastes generated is 1.792 MMTPA

Break-up: Landfillable 1.106 MMTPA - 61.75%

Recyclable 0.576 MMTPA- 32.19%

Incinerable 0.108 MMTPA- 6.06%



2015

Table 1: District wise break up of hazardous waste generation – Gujarat

(As on March 2008)

No. of Hazardous Wastes generating Units in Gujarat

Break-up: (a) Red - 11,386

(b) Orange - 4343

(C) Green - 2529

As per CPCB data statistics of availability of Common Hazardous waste Treatment Storage & Disposal facility

Existing TSDF Facilities in Gujarat are as below:



2015

(1) Secured Landfill Facility - 8 Nos.

(2) Common HW Incinerator - 4 Nos.

(3) Captive HW Incinerator - 38 Nos.

2.3 Demand – Supply gap

As per the National Inventory of Hazardous Wastes Generating Industries & Hazardous Waste Management in India as published by Central Pollution Control Board Hazardous Waste management Division Delhi in February 2009, Gujarat’s percentage contribution towards Land disposable hazardous waste generation is 40.58% and towards Incinerable Hazardous waste generation is 26.12%. Dahej SEZ and PCPIR region is mainly developed to attract different type of petrochemical and chemical industries in this area. More than 1000 such units are expected to start production in next couple of years. The waste generated for these units are yet to be calculated. The industrial growth in Gujarat has been phenomenal between 2008-2012. The waste generated for these newly developed industries is yet not covered in the above table. Looking to the scenario the overall waste generated from Bharuch district will be 50% as compared to overall waste generated in all over Gujarat. Presently there is only one operative site in Ankleshwar which has a balance capacity of 0.77 MMT in SLF cells and incineration to



2015

address maximum of 20,000 MT of waste annually. The development of this facility will have the overall industrial development and safe disposal of hazardous waste.

Looking into development of different states in country CPCB has prepared “Guidelines for Storage of Incinerable Hazardous Waste by the Operators of Common HW Treatment Storage and Disposable Facilities and Captive HW Incinerators” November 2008, according to that present and proposed capacity of the Incinerators in Gujarat is as below:

(1) Common HW Incinerators 32600 TPA Present Capacity

(2) Captive or Individual HW Incinerators 4000 TPA

(3) Proposed in next 2 to 3 years 165000 TPA to be now created

4.67 Lakh TPA (26%) is the total generation of Hazardous Waste in Bharuch District. There are 750 units generating hazardous waste in the District. The incinerable waste accounts for 48190 TPA. In all these respects Bharuch leads all Districts in the state. There is 1-Common Hazardous Waste Incinerator and 14 Captive HW Incinerators in Bharuch District.

** Note. Hazardous waste inventory as on 31/08/2007 published by Gujarat Pollution Control Board

The Landfillable HW generation in Gujarat is 1.106 MMTPA whereby the current scenario for the TSDF sites is as below:

Existing TSDF Facilities

Approved

Capacity

(in MT)

Utilized

Capacity (in

MT)

Status

Naroda Enviro Projects Private Limited 300000 295000 Operative till

31/03/2013

Green Environment Co-operative

Society Ltd, Vatva

923535 900000 Operative till

30/6/2013

Nandesari Enviro Control Ltd (Baroda) 425000

250000 Working

Bharuch Enviro Infrastructure Ltd 2301404

1275000 Working

Vapi Waste and Effluent Management 900000 880000 Working



2015

Co Ltd

Gujarat Enviro Protection &

Infrastructure Ltd*

Closed due to

small accident.

Gujarat Maritime Board, Alang 61000 40000 Working, only

for GMB

Saurashtra Enviro Projects Pvt Ltd

(Kutch)

1200000

105000 Working

Need of the project in Bharuch:

Bharuch is ranked as the highest Hazardous waste generating unit in India with the district producing HW of more than 40000 MTA. Its hazardous waste generation per annum is shown in Table above

There are different types of industries in Bharuch. Apart from the existing units many new units are proposed in Dahej SEZ as well as GIDC and also in many industrial estates such as Jambusar, Valia, Palej, Jhagadia etc. The waste generated in the existing units is mainly transported to far by for its final disposal. Due to large number of industrial units in Dahej, the waste generation is very high. The waste generation is either dumped into the landfill site or sent for incineration and then further dumped in the landfill site

Apart from the exiting industries many new industrial development are in line at GIDC estate of Dahej and Special Economic Zone. The PCPIR (Petroleum, Chemical and Petrochemical Investment Region) Dahej Area and DMIC (Delhi Mumbai Industrial Corridor) are the upcoming developments in the region which will attract many new industrial projects in the area

2.4 Import vs Indigenous production

Not applicable

2.5 Export possibility

Not applicable

2.6 Domestic/ export market

Disposal of the hazardous/ solid waste generated from the different industry located in Gujarat State.

2.7 Employment generation (Direct and indirect) due to the project

The total employment generated due to proposed project is as below:



2015

Type of employees Employment generation Skilled workers : Direct Labour 30

Indirect Labour 45 Unskilled labours : Direct Labour 70

Indirect Labour 105 Total : 250 person

3 PROJECT DESCRIPTION

The proposed project i.e incineration plant with capacity of 10 MKcal/hour and Secured landfill cell with 15 MMT capacity, falls under schedule ‘A’, Sr. no 7 (d) of EIA notification September 2006 and amendment thereoff.

Apart from incineration & Landfill the company proposes to install supporting facilities at the site which includes forced evaporation system, neutralization plant, Defuming plant, Blending unit and Bagging unit.

3.1 Type of project including interlinked and interdependent projects, if any

No interlinked and interdependent projects

3.2 Location (map showing general location, specific location and project

boundary & project site layout) with coordinates

Latitude Longitude 22° 2'42.96"N

72°51'27.82"E



2015

Figure 1: Base map of 10 Km radius



2015

Figure 2: Satellite Map of Surrounding area

Nearest village: 1.54 Km

River: 0.7 Km

Connecting Road:~ 1.5 Km

Nearest Town: Jambusar



2015

Figure 3: Survey Map



2015

3.3 Details of alternate sites considered and the basis of selecting the proposed site, particularly the

environmental considerations gone into should be highlighted

Following 8 sites were identified for examination for knock-out criteria and then verified through detail site selection criteria at the following villages and were visited and investigated for their suitability as per the above criteria. Site-1 at Singhla (Ankleshwar) Site-2 at Kanthraw Site-3 at Chor Bhuj(Karjan. Vadodara) Site-4 at Amod (Amod, Bharuch) Site-5 at Shah Village (Jakharda) Site-6 at Azam Nagar (Amod, Bharuch) Site-7 at Masar (Padra, Vadodara) Site 8 at Magnad (Jambusar, Bharuch)

Table 2: Examination of Rejection- Knock Out Criteria:

Sr. No.

Identification/ Location of Site Village/City

Singhla Kanthran Chor Bhuj

Amod Shah Village

Azam Nagar

Masar Magnad

Criteria

1 Existing or planned drinking water protection and catchment areas

Y N N N N N N N

2 High flood prone areas N N N N N N N N

3 Areas with unstable ground N N N N N N N N

4 Closer than 200 meters to populated areas

N N N Y N Y N N

5 Closer than 200 meters to river boundaries

N N Y N N N N N



2015

6 Close to National Parks, monuments, Forests with large no. of flora and fauna, historical, religious and other important cultural places

N N N N N N N N

7 Existing use of site (Agricultural/Forest/Old dump site)

Y N Y N Y Y Y N

8 REMARKS Agricultural Land, pond nearby fills up with monsoon rains, Village at 0.25 Kms, religious place next to the site

Highway passes through the site boundary.

Current LandUse: Agricultural Land. River stream at 0.19 km

Populated area

Populated area, surrounding land use is agricultural Land

Agricultural Land

Agricultural Land, Vadodara Jambusar Highway passing through the site.

Non-agricultural Fallow Land

Site is suitable for detailed study (Y/N)

N N N N N N N Y



2015

The salient features of site are as follows:

i. The site i.e. Plot no. 697 to 721, 723 to 742, 867 to 874, 893, 938-940, 942 to

957, 966 to 976, 1040, 1045 to 1049 With an area of 291 acres is located near

Magnad Village, District: Bharuch, Gujarat.

ii. Road infrastructure is well developed for the transportation of waste to site

iii. There is no existence of Natural Park / wild life sanctuary within 10 km radius.

iv. There are no sensitive places of archaeological, historical, cultural and religious

or tourist importance within 10 km of site

v. There are no defense installations within 10 km of site

vi. The project site being a non-agricultural fallow land, is best suitable for the

proposed activity.

vii. The site does not fall within the approach funnel of airport runway.

viii. Site is meeting the knock out criteria as specified by CPCB.

3.4 Size or magnitude of operation

Secured landfill cell with 15 MMT capacity shall be developed in different phase manner over a period of 20 years and Incinerator with 10 Million Kcal/ hour (2 incinerators of 5 Million Kcal/ hour capacity each) shall be installed.

Allied facilities to be developed along with the incinerator plant are forced evaporation system (3*175 KL/day), neutralization plant, Defuming plant, Blending unit and Bagging unit.

3.5 Project description with process details (a schematic diagram/ flow chart

showing the project layout, components of the project etc should be given)

3.5.1 Secured Landfill Disposal Facility (TSDF)

The wastes are either disposed off directly into the landfill and/or after the treatment like

solidification & stabilization, segregation, pyrolysis process etc. The decision on whether to treat

or directly dispose off will be taken as per the finger print analysis and criteria mentioned in the

CPCB guideline “Criteria for Hazardous Waste Landfills”

The secured landfill cell comprises of the following components.

• Bottom Liner System

• Side Liner System



2015

• Top liner system (placed at the time of closure)

• Leachate Sump for Collection and removal of Leachate

• Monitoring wells

Liner System

1) Bottom Liner

Figure 4:Typical Bottom Liner System

Layer 1:- 450 mm Blended Clay Layer with permeability k less than or equal to 10-7 cm/sec.

Layer 2 :- 1.5 mm Thick HDPE Geo Membrane

Layer 3 :- 150 mm Thick Drainage layer i.e. detection layer consist of graded invert sand layer.

Layer 4 :- Geo Textile layer to protect drainage layer.

Layer 5 :- 350 mm Blended Clay Layer with permeability k less than or equal to 10-7 cm/sec.

Layer 6 :- 1.5 mm Thick HDPE Geo Membrane.

Layer 7 :- 150 mm Thick Drainage layer.



2015

Table 3: Quality of HDPE liners

The wastes are placed as per the SLF operation and maintenance plan on the bottom liner

system.

The daily, weekly and monthly cover systems with compacted soil of desired thickness will be

regularly provided over the waste layers.

2) Side Liner

Side liner will be single composite liner system suggested in CPCB guidelines will be adopted.

The same is given in figure below.

Figure 5: Typical Side Liner System

Layer 1:- 300 mm Blended Clay Layer with permeability k less than or equal to 10-7cm/sec.




2015

Figure 6: Top Liner

Layer 1:- 300 mm Compacted Hard Murrum.

Layer 2 :- 600 mm Blended Clay Layer with permeability k less than or equal to 10-7 cm/sec.


Layer 4 :- 150 mm Thick Drainage layer.

Layer 5 :- 750 mm Yellow Soil Layer.

Layer 6 :- Vegetation.

**Actual design will be done and approved by GPCB

Leachate Sump

The leachate sumps of 5 KL holding capacity is proposed with cell. The leachate from the sump

will be pumped to ETP for treatment.

Piezometers:

Six number of piezometers per cell i.e. 3 in the upstream and 3 in the downstream of ground

water flow direction covering 3 ground water strata will be provided. The ground water quality

will be monitored in 3 ground water strata once in 3 months, as per the CPCB guidelines.

Additionally, company proposed to install Ground water suction sampler to insure immediate

detection of leakages in worst scenario such as earthquake.



2015

3.5.2 Incineration Plant

The system consists of following components

1. Feed section

a. Feed tanks

b. Feed pumps

c. Heaters

2. Incineration system

a. Primary chamber (Rotary kiln)

b. Secondary chamber

c. Mixing chamber/ Quench chamber

d. Waste heat recovery system

e. Force evaporation (Liquid quenching)

3. Flue gas treatment section

a. Cyclone,

b. Multicyclone

c. ID Fan (Booster)

d. 1st stage scrubbing - Water

e. 2nd stage scrubbing – Alkaline

f. 3rd stage scrubbing – Sodium hypochloride

g. Mist eliminator,

h. ID Fan, Chimney

Process Description for Incineration system

Primary and secondary chamber

Incinerator system shall consists of primary chamber and secondary combustion chambers in series, followed by quenching section. Both the combustion chambers shall have refractory lined self supported structure. Primary chamber burner and secondary chamber burner shall fire the liquid fuel, when required. Primary and secondary chambers are wall mounted burners. Air blowers, supply combustion air to these burners and liquid waste atomizers. Fuel oil flow will be regulated to maintain the temperature inside the furnaces, with help of modulation control panel.



2015

Combustion air flow will be regulated by manually operated air flow dampers. Temperature in primary chamber will be maintained at about 800 – 900 deg C.

Burners will be provided with flame detector, which controls flame and burner for safe and automatic operation. Liquid waste shall be injected using pumps through nozzle into primary chamber. Atomizing air will be supplied to it which will helps in proper combustion of the waste. The nozzles shall be supplied with air to avoid any damage, which also helps for efficient combustion. Primary combustion chamber, which is a rotary kiln, also has a solid waste charging system with double door automatic feeding system to ensure safety of a person and equipment as well.

The flue gases from the primary chamber travel to the secondary chamber which will be further heated beyond 1150 deg C with help of burner and air supply for complete combustion. The secondary chamber will be designed in such a way that the residence time of flue gas coming from primary chamber will be more than 2 sec.

Ash generated in the incinerator shall fall at the rear end of primary chamber (Rotary Kiln) in ash collection pit and at the bottom of secondary combustion chamber, which shall be removed periodically by opening ash removal door at side for its further disposal to a secure land fill site.

All the operating parameters will be controlled and monitored by PLC based SCADA system.

Sight glass near burner assembly and minimum two no. of peep holes will be provided in primary chamber and secondary chamber as well. With help of which, the flame and chamber can be seen from both the chambers.

Both the chambers will be provided with refractory bricks which can withstand approx 1500 deg C.

Explosion window with vent pipe will be provided in both the chambers for safety of the equipment and personnel, to release the flue gases to safe location and avoid backfire in case of any eventuality of pressure rise.

Quench chamber

Quenching chamber is provided to quench the flue gas to desirable temperature by adding fresh air. The air is being fed with quench air blower and flow rate is controlled by controlling the blower speed with help of VFD

Quenching system will be placed at the first stage of an APCS to reduce temperature of flue gas after secondary chambers immediately from 1200 deg C to 500 deg C. Gas quench system includes use of a cooling blower. Apart from this due to quenching formation of furans and dioxins will be eliminated.



2015

Waste heat recovery Liquid Quench system/ Forced evaporation

Forced evaporation system will be installed for disposal of high TDS, low organic impurity liquid waste having gross calorific value < 500 kcal/kg through forced evaporation system as a pretreatment. Forced evaporation system will be operated by waste heat generated from the incineration plant

Figure 7: Process Flow diagram for common Incineration system

Flue gas treatment Section

The flue gases after getting cooled in quenching chamber and waste heat recovery section, will be passed through series of cyclones and scrubbed in three stages

• Cyclone,

• Multicyclone

• ID Fan (Booster)

• 1st stage scrubbing - Water

• 2nd stage scrubbing – Alkaline



2015

• 3rd stage scrubbing – Sodium Hypochlorite

• Mist eliminator,

• ID Fan, Chimney

Cyclone Separator / Multicyclone Separator:

Flue gas from forced evaporation system will be passed through cyclone separator and Multicyclone separator, which shall be connected in series to remove solid particles up to ~100 micron from flue gas.

Venturi scrubber/ Water scrubber

In venturi scrubber the flue gases will come in close contact of alkaline water which will help in scrubbing of any tiny suspended particles, and acid in the gas will react with alkali in the circulating water. It also helps in cooling of the gas to major extent.

Wet Scrubber/ Alkaline scrubber

Wet scrubber will be used to clean acid gas and remove toxic or fine particles. An alkaline solution is injected into the Wet Scrubber or sprayed to scrub all the acidity of gas and smaller particulate matter.

The scrubber solution needs to be removed and replaced frequently, as it becomes contaminated with the particulates and salts from reaction with the acid. The purged stream from scrubber may have to be treated before disposal.

Mist eliminator

After treating in venturi scrubber & wet scrubber, the flue gases are again treated in polishing scrubber – also having packed bed, where it will be treated with Hypochlorite solution to remove odor, if any / and also remaining neutralization of acid, if any. The flue gases leaving the polishing scrubber will be passed through mist eliminator to remove the liquid droplets and solid particles if any.

ID fan

The ID fan shall be handling all the flue gases coming out of polishing scrubber. It also maintains required /little vacuum (draught) in primary and secondary chambers. It shall discharging the gases to chimney.



2015

Chimney /stack

The stack is cylindrical, vertical, self supporting unit designed to discharge flue gases coming from polishing scrubber. Salient features include:

• Base size

• Overall height

• Type of CS with SS cladding construction

• Flange inlet connection

• Sampling connection for local sampling and online analyser as well

• Online monitoring system for HC, CO, HCl, SOx, NOx, PM

Table 4: Stack details for incineration system

Stack attached to Incinerator Boiler

No. of stacks 2 1

Proposed Stack Height 40 m 40 m

Online Monitoring System: It is proposed to install online monitoring system to measure major pollutant parameter. Online monitoring system will be installed for major following parameters i.e HC, CO, HCl, Sox, NOx and PM.

Compliance to CPCB Guidelines for Common Hazardous Waste Management Facility for Operational Parameters of Combustion Chamber

Description Requirement as per CPCB guidelines

Design parameters

Chamber Primary & Secondary Primary (Stationary & Rotary) & Secondary

Temperature Primary Secondary

800 + 50 oC.

1200 + 100 0C

800 oC - 900

oC

1200oC – 1300

oC

Residence Time (Secondary Chamber)

Minimum 2 sec 2 secs



2015


Design parameters

Air Pollution Control Equipments

Venturi Scrubber, Wet Scrubber, droplet separator followed by ID fan and stack

Cyclone, multicyclone, 1st stage scrubbing – Water, 2nd stage alkaline scrubbing, 3rd stage scrubbing – Sodium hypochlorite, Mist eliminator, ID fan, chimney

Firing System for kiln and secondary chamber

Fully automatic type of suitable capacity, pressure atomized type burner

Fully automatic type of suitable capacity, pressure atomized type burner

MOC of Primary & Secondary MS mild steel confirming IS 2062 & suitable thickness lined with high grade refractory and insulation

Will be provided

Supply of Combustion air Blower with adequate capacity to supply appropriate air as well as to dilute the flue gas

Common FD blower to supply air to primary & secondary & quench air blower to dilute the flue gas shall be provided

Exit Door for Ash removal for Primary & secondary chamber

Atleast one in each chamber

Primary Stationary (2 Nos) Rotary ( 1 No) Secondary (2 Nos)

Safety View Glass View glass 50 mm in both the chambers

Will be provided

ID fan Centrifugal type with suitable power motor for effective control of emission from chimney

Centrifugal type ID fan with suitable power motor which is controlled by VFD shall be provided

Chimney Height Min 30 m 32 m

Sampling points As per CPCB guidelines Shall be Provided as per CPCB/MoEF guidelines

Oil service tank Oil service tank of 1000 Lit capacity made of 5 mm thick MS plate with support structure, control

Will be provided



2015


Design parameters

valve, fuel indicator gauge, fuel lifting pump.

Paint for Whole system Painted with 2 coats of Heat resistance aluminum paint

Will be provided

3.5.3 Force Evaporation

Pharmaceutical, pesticide, dyes – dyes and intermediate industry and certain other industries generate very high TDS and very low organic wastewater which is practically difficult to treat in ETP or CETP and achieve norms prescribed by the State Pollution Control Board. Treatment of this liquid waste has always been a major threat and challenge to Industries, but with the CETP, this wastewater was conveyed to CETP illegally thereby disturbing the overall performance of CETP and outlet characteristics of wastewater. To control this situation the industries were forced to treat their stream of wastewater through Multi Effect Evaporator and reduce the COD of wastewater which comes through condensate. About 30 % of waste of this waste liquid comes out as reject which has residual COD and High TDS of whole stream. Natural Evaporation is the best methodology for treatment of this wastewater but due to land constraint and in a rain prone area; this has become a major bottle neck.

To address the safe disposal of this waste water, we propose to install a forced Evaporation System which will work on stand alone basis using hot gas generated from Hot Air generator. Fuel for the Hot air generator will be coal. High TDS High COD wastewater will be sprayed on the top of evaporator column through specially designed atomizers and hot air above 450 oC is forced from the bottom of chamber maintaining counter current effect. Fine droplets of liquid waste will be converted in to vapour and the salt generated shall be settled at the bottom by gravity. Flue gas and vapour from the liquid is than passed through scrubbing and exhausted to atmosphere through stack of 30 meter height. Salt collected at the bottom of the unit will be evacuated regularly using rotary Air Lock valve and the same is disposed off in Secured landfill cell. Waste scrubbing bleed having traces of organic waste will be send for incineration.

Objective: Disposal of high TDS, low CV waste

STAND ALONE:

Fuel: Waste heat recovery

Fuel: Coal



2015

Technical Specifications

Cyclone + Scrubber

Hot Air generator/ Waste heat generated from incinerator

Evaporation Column

Pumping rate : 8 Kl/hr per unit

Operating Hour : 20 Hr

Salt generated : 50 T/day

Table 5: Stack details for force evaporation system

Stack attached to Forced evaporation system

No. of stack 1

Proposed Stack Height 30 m



2015

Figure 8: Flow diagram of Forced Evaporation



2015

3.5.4 Utility

Blending Unit (Mixing Of Hazardous Waste)

To make the waste compatible for co processing (use as alternative raw material or use of energy recovery) it is proposed to install the blending unit.

Blending unit also utilize for mixing the hazardous waste to feed into rotary kiln for the optimizing design capacity

Blending will be done in liquid – liquid waste, liquid – solid waste, solid – solid waste. Blending will be done such that after the blending material will meet specifications mentioned in below table and also maintain the physical form of waste which is accepted to cement kiln

Regular permission for categories of hazardous waste has been granted by CPCB for co processing in cement plant. For any other waste prior to supply the waste for co processing protocol for trial run for co processing of hazardous waste shall be followed. After getting the model permission for co processing same shall be supplied to cement industry

Acceptance criteria for use as alternative raw material is mentioned below

Table 6: Specification of Hazardous waste for use as alternative raw material

Parameter Limit

Volatile organic hydrocarbon < 5000 ppm

Total organic carbon (T0C) < 1000 ppm

CaO+SiO2+Al2O3+Fe2O3+SO3 (in ash) >80 %

Chloride < 1.5 %

Sulphur < 1.5 %

PCB/PCT (ppm) < 5.0

Heavy metals (ppm)

Hg

Cd+ Tl + Hg

As+Co+Ni+Se+Te+Sb+Cr+Sn+Pb+V

<10

<100

<10000



2015

Table 7: Specification of HW for use of energy recovery

Parameter Limit

Calorific value as received basis > 2500 Kcal/kg

Ash

Liquid

Solid

< 5%

< 20 %

Chloride < 1.5 %

Halogens (F+Br+I) <1.0 %

Sulphur <1.5 %

PCB/PCT (ppm) < 50

Heavy metals (ppm)

Hg

Cd+ Tl + Hg

As+Co+Ni+Se+Te+Sb+Cr+Sn+Pb+V

< 10

<100

<2500

pH 4 to 12

Viscosity (cSt) for liquid < 100

Flash point (deg centigrade) (for liquid) > 60

Neutralization Plant

The waste having alkaline or acidic nature will be neutralized here by adding of effective neutralizing agents. The waste with highly alkaline or acidic pH will be brought to neutral pH.

Bagging Unit

Compatible waste will be transferred to bagging unit and shall be packed in bag of 50 -100 kg and finally transferred to cement plant/ end user



2015

Defuming Plant

Company proposes to install defuming unit at different storage facility to arrest the fume generated from different storage shed and tank. Collective fume shall be destructed into the incineration system

Laboratory facility

Generators sending hazardous waste to the incineration facility are required to provide necessary test report of hazardous waste to the operator along with the information on the process(s) of its generation.

The laboratory is required to be well equipped, suitable for the purpose for which the operating agency is working. It is proposed to develop the laboratory facility at site doing the finger print analysis. Major equipment required for finger analysis is as below:

• Fume Hoods

• Precision balances

• UV-VIS double beam Spectrophotometer

• Voltage Regulator (Servo)

• Glove Box

• Refrigerator

• Muffle Furnace

• Hot Air Oven

• Freezer

• pH Meter

• Vaccum Pump

• Micropipettes

• Centrifuge

• Heating Mantles

• Magnetic stirrer with hot plates

• Stop Watch

• Water Bath

• Automatic Burrettes

• Flash point tester



2015

• Corrosivity test - Fabricated

• Bomb colorimeter

• Volatile organic sampling

• Lab Furniture (working tables, cupboards, chemical racks etc.)

• Infrastructure like D. G. set, electrical fittings, air conditioning of cold room etc.

Photocopy Machine

• Computer

• Fax/Telex

Laboratory will be developed as per MoEF guidelines. NABL approved procedures shall be followed for testing and analysis.

Fire fighting system

Fire fighting system comprises of single loop pressurized water line which will be through separate water storage tank of 2 lakh capacity.

Water hydrant will be provided on this loop at appropriate location. The line will be pressurized through jockey pump and diesel pump will also be provided in the line to operated the system in absence of power. The storage area shall be provided with water sprinkler at periphery of gate to develop water gutters.

Different type and size of fire extinguisher shall be provided in godown, incineration shed, office area, security cabin and at assembly point.

Weigh bridge

Weigh bridge with 60 MT capacity shall be provided at entrance of unit

DG Set

Two D.G Sets of 500 KVA each shall be installed as a standby power in the proposed facility

ETP Details

The effluent will be mainly generated from scrubber bleed, washing & leachate from landfill. The same shall be treated through ETP but as an additional precaution the company proposes to install Effluent Treatment Plant. The Effluent treatment plant shall consist of primary, secondary and tertiary treatment plant. The treated effluent shall be utilized for gardening purpose.



2015

3.6 Raw material required along with estimated quantity, likely source,

marketing area of final product/s, mode of transport of raw material and

finished product

Raw material will be in form of incineration waste which will be burned in the incineration chamber. Fuel in form of Furnace oil will be added in the rotary kiln and secondary chamber. Coal shall be used in hot air generators for the operation of spray dryers. Cement shall be used for solidification and stabilization purpose.

Quantity of waste to be charged along with fuel in form of furnace oil is as mentioned below along with the source and mode of transportation.

Table 8: Fuel details

Fuel Calorific value Quantity Source Transportation

Furnace oil 10500 kcal/kg 952.3 kg/hr From local vendor

By tankers

Coal 3600 – 4000 kcal/kg

120 T/day From local vendor

By truck/ dumpers

Cement -- Depending on material received

From local vendor

By truck/ dumpers

3.7 Resource optimization/ recycling and reuse envisaged in the project, if any,

should be briefly outlined

Generated hot gas will be utilized for the different application to reduce fuel consumption as discussed in previous sections

3.8 Availability of water its source, energy/ power requirement and source

3.8.1 Water

Source of water

As Magnad Village Tal. Jambusar falls in the safe zone groundwater shall be utilized.

Water Consumption

The total water consumption for the proposed project is 95 m3/day as mentioned below



2015

Table 9: Water consumption for industrial purpose

Purpose Quantity (KL/day)

Scrubbing/ Sprinkling 80

Washing 10

Domestic 5

Total 95

Addition to the above we have proposed to develop the green belt area (30% of the total land acquired) hence water requirement for gardening and plantation is 200 KL/day

3.8.2 Energy/ Power Requirement

Source of Power: GEB

Power Consumption: 1.5 KVA

In case of power failure, stand by DG set will be installed at the site with capacity of 2 units of 750 KVA

3.9 Quantity of waste to be generated (liquid and solid) and scheme for their

management/ disposal

3.9.1 Waste water

Waste water will be mainly generated from scrubbing unit, leachate and washing area. The same shall be treated in the effluent treatment plant. The quantity of waste water generated is as mentioned below.

Table 10: Waste water generation

Activity Quantity (KL/day)

Scrubbing 25

Washing 5

Domestic 5

Leachate generation from Secured Landfill

Cell

Upto 10 KL/day

Total 50 KL/day



2015

Company proposes to install Effluent treatment plant with capacity of 50 m3/day. The waste

water generated shall be treated in the same and later reused for gardening.

The details of Effluent treatment plant are as mentioned below

Figure 9: ETP flow diagram

The waste water generated from the scrubber operation and drum washing will be treated in effluent treatment plant of 50 m3/ day capacity. The treatment scheme of the effluent treatment plan is as given below:

• The raw wastewater shall enter in to the equalization tank which is provided with air

purging system to keep the particulate matter in suspension.

• Effluent Transfer Pump shall transfer the effluent from Equalization Tank to flash

mixture. The effluent shall be further transferred to the flocculation chamber where

gradual dosing of polyelectrolyte shall be done. This mixture is then transferred to

Primary Settling Tank.

• Supernatant from primary settling tank shall be transferred to first stage Aeration tank for

further removal of organic load followed with the first stage secondary settling tank.

• Supernatant from the first stage settling tank shall be transferred to secondary stage

aeration tank followed with the Secondary stage settling tank.

• Sludge from the first stage and second stage secondary settling tank shall be transferred

to Sludge drying bed.



2015

• From the 2nd stage secondary Settling Tank Supernatant transferred to the intermediate

collection tank and further treated through Pressure Sand Filter and Activated Carbon

Filter.

• Thereafter treated water to be stored in Treated Water Storage Tank and used in

gardening, sprinkling

• The sludge from Primary Settling Tank, further dewatered through filter press bed and

after that sludge shall be disposed off to secured land fill site.

• Leachate from the filter Beds shall be collected and directed to equalization tank for

further treatment. 3.10 Schematic representations of the feasibility drawing which give information

of EIA purpose

The proposed activities of the industry; fall under category A Sr. no. 7 (d) in the Government of India Notification no. 1533 dated 14th September, 2006; which require prior Environmental Clearance before starting construction, production or any other allied activities related to the project. For getting the Environmental Clearance; it is required to carry out the Environmental Impact Assessment (EIA) study report.

Definition of EIA

Environmental Impact Assessment (EIA) is a formal process used to predict how industrial development or construction project will affect natural resources such as water, air, land, socioeconomic and bio ecological environment.

An EIA usually involves a sequence of steps:

(1) Screening to decide if a project requires assessment and to what level of detail.

(2) Preliminary assessment to identify key impacts, their magnitude, significance, and importance.

(3) Scoping to ensure the EIA focuses on key issues and to determine, where more detailed information is needed.

(4) Implementing the main EIA study, which involves detailed investigations to predict impacts, assess their consequences, or both.



2015

Methodology

Environmental Impact Assessment (EIA) studies include identification, assessment, quantitative evaluation and prediction of possible impacts. To minimize the impact of the project on various environmental attributes, mitigation measures are suggested for implementation along with the project.

The methodology of this study can be schematized as detailed below:

To gather information on present environmental conditions and relevant national

environmental guidelines and EIA procedures.

Scoping of impacts.

Assessment of significant impacts.

Description of residual impacts.

Development of monitoring plans.

To inform all relevant and involved authorities regarding the impact of the project on the environment and the proposed mitigation measures.

4 Site Analysis

4.1 Connectivity

The proposed Integrated Common Hazardous Waste Management facility is located at Plot no. 697 to 721, 723 to 742, 867 to 874, 893, 938-940, 942 to 957, 966 to 976, 1040, 1045 to 1049.

The Site is well located with major district road and Bharuch – Jambusar Highway.



2015

Area generating Hazardous Waste Connectivity

Bharuch Bharuch – Jambusar Highway – Amod - Site

Ankleshwar Golden bridge or NH-8/ SH 140 –Bharuch

Jambusar Highway- site

Panoli SH-140 or NH-8- Ankleshwar- Bharuch-

Bharuch Jambusar Highway- site

Surat Surat kamrej highway- SH-140- Ankleshwar-

Bharuch- Bharuch Jambusar Highway- site

Valsad SH-140 or NH-8- Surat kamrej highway- SH-

140- Ankleshwar- Bharuch- Bharuch

Jambusar Highway- site

Dahej Dahej Chokdi- Amod- Bharuch Jambusar

Highway- site

Vapi SH-140 or NH-8- pardi- valsad- Surat

kamrej highway- SH-140- Ankleshwar-

Bharuch- Bharuch Jambusar Highway- site

Vadodara Padara Road- Vadodara Jambusar Highway-

Jambusar chokdi- Bharuch Jamusar

Highway- Site

Ahmedabad Vadodara Ahmedabas Express Highway-

Vodadara- Padara Road- Vadodara Jambusar

Highway-Jambusar chokdi- Bharuch Jamusar

Highway- Site

4.2 Land form, land use and land ownership

Land form: Agricultural Fallow Land. No agricultural activity has been carried out

4.3 Topography (along with map)

The topography is plain



2015

4.4 Existing land use pattern (agriculture, non agriculture, forest, waterbodies

(including area under CRZ), shortest distances from the periphery of the

project to periphery of the forests, national park, wild life, sanctuary, eco

sensitive areas, water bodies (distance from HFL of the river), CRZ. In case of

notified industrial area, a copy of Gazette notification should be given

The proposed land is a Agricultural fallow Land. There is no national park, wild life sanctuary, eco sensitive areas in surrounding 10 Km of the plant boundary. CRZ is not applicable to the project.

4.5 Existing infrastructure

Not applicable. The proposed project is green field project. No infrastructure is developed within the premises on site.

4.6 Soil classification

Detail soil testing report of the project location shall be given in the EIA Report

4.7 Climatic data from secondary sources

The climatic data for month of March 2012- May 2012 in the study are as below

Average Wind speed 2.54 m/s

Temperature 17 0C- 43 0C

Average Relative humidity 12 % to 91 %

4.8 Social infrastructure available

The project site is located approximately 1.54 km from the human settlement. Basic amenities of life are easily available in the area. Primary health centre, school, drinking water, electricity, communication, road network, transportation facility is available in the vicinity.

5 Planning Brief

5.1 Planning Concept (type of industries, transportation etc) Town and country

planning/ development authority classification

Bharuch has emerged out to be a rapid growing industrial area. With a detailed planning of Dahej GIDC, SEZ, Industrial estates in different Talukas like Jambusar, Valia, Palej, Jhagadia etc. it has turned up to be fastest growing Industrial Estate.



2015

5.2 Population projection

Total 250 people will get the direct and indirect employment. Maximum local people will be employed. Hence there is negligible influx of people due to proposed project.

5.3 Land use planning (break up along with green belt etc)

The land area is divided for incineration activity, Landfill cell and other allied projects. The total land allocated for green belt will be 30% of total land acquired.

Table 11: Land area break up

Green area 19 acres

Road 16 acres

Parking 2 acres

Cell area 224 acres

Other & open space 30 acres

Total area 291 acres

5.4 Assessment of infrastructure demand (physical and social)

There are roads, street light, and water available in the area.

5.5 Amenities/ Facilities

Major basic facilities are available for the proposed project. Road, electricity, water, transportation facility etc are well developed in the surrounding area.

6 Proposed infrastructure

6.1 Industrial area (Processing area)

The total industrial area under acquisition by the company is 291 acres.

6.2 Residential area (Non processing area)

No labour colony is envisaged in the proposed project. Only administrative building is the residential area in the project

6.3 Green belt

The green belt area of the project location is given below



2015

Proposed green belt area: 30% of the land area acquired

The green belt for the proposed project will consist of following green belt species

Gulmohar, Ashoka and other trees

6.4 Social infrastructure

Basic amenities of life are easily available in the area. Primary health centre, school, drinking water, electricity, communication, road network, transportation facility is available in the vicinity.

6.5 Connectivity (Traffic and transportation road/ rail/ metro/ water ways etc)

The connectivity to the project site is given in table.

Table 12: Connectivity

Description Distance

Transportation

Nearest Road : 1.5 Km Magnad road

Approx 3.5 Km (Vadodara Jambusar Highway)

Rail : approx 3.16 km (Aankhi)

: approx 38 km (Bharuch)

Nearest Town/City Bharuch: approx 38 km

Nearest Village Magnad: ~1.54 km

6.6 Drinking water management (Source & supply of water)

Groundwater shall be procured.

6.7 Sewerage system

Domestic waste water generated shall be treated in the septic tank and later shall be partly reused for gardening purpose.

6.8 Industrial waste management

The industrial waste generated mainly will be in form of hazardous waste and solid waste.



2015

The major hazardous waste generated due to proposed incineration project is as mentioned below

Table 13: Details of Hazardous Wastes generation and Disposal

Type of Waste Quantity Storage/ Disposal Facilities

Ash 10 Tonnes per day Shall be disposed in captive landfill cell

Scubber bleed 10 KL/day ETP, Forced evaporation or incineration

ETP Sludge 50 kg/day Shall be disposed in captive landfill cell

Salt generation from

forced evaporation

system

50 T/ day Shall be disposed in captive landfill cell

6.9 Solid waste management

Solid waste generated is categorized as hazardous in nature and same has been listed above in hazardous waste section

6.10 Power requirement & Supply/ source

Source of Power: GEB

Power Consumption: 750 KVA

In case of power failure, stand by DG set (2 No.s) will be installed at the site with capacity of 750 KVA each.

7 Rehabilitation and Resettlement (R & R) Plan: Not applicable

7.1 Policy to be adopted (Central/ state) in respect of the project affected

persons including home oustees, land oustees and landless laborers

Not applicable

8 Project schedule and cost estimates

8.1 Likely date of start of construction and likely date of completion

Likely date of start of construction: With in two months after obtaining EC



2015

Likely date of completion of construction: June 2016

8.2 Estimated project cost along with analysis in terms of economic viability of

the project

Total project cost: Rs. 125 crores

9 Analysis of proposal (Final Recommendations)

9.1 Financial and social benefits with special emphasis on the benefit to the local

people including tribal population, if any, in the area:

Budgetary allocation shall be discussed in detail in EIA Report



2015

Annexure 1

Lay out map

PLOT A

REA1178439.00

GREEN

AREA

78603.64RO

AD

63660.65PA

RKING

8544.40CELL A

REA906215.51

OTH

ERS & OPEN

SPACE

121414.80

Sr. No

Unit N

ame

LB

Area

1Main G

ate2Security Cabin

128

963Weigh Bridge

63

184Wheel W

ash8

432

5Adm

in + Lab Buiding24

8192

6Change Room

207

1407Canteen Buiding

3020

6008Store Room

3020

6009Incinerator (2N

OS.)

6020

120010

Liquid Storage Tank11

Control Room24

12288

12Effulent Treatm

ent Plant13

Forced Evapouration System (3N

os.)20

8160

14Hot A

ir Generator + Shed

106

6015

Coal Shed + Coal Crushing Unit

7020

140016

Dg Room

+ Panel Room12

672

17Sw

itch Yard12

672

18U.G. Tank + Fire Fighting Tank + Pum

p Room20

20400

19Godow

n 120

701400

20Godow

n 220

701400

21Godow

n 320

701400

22Drum

Cutting + Solidification Pit40

20800

23Landfill 1 + Lechate Collection W

ell266792.8


ell238434.1


ell400988.6

26Rain W

ater Colletion Pond110

505500

27Vehicle Storage Yard

28Maintanance shed

2015

30029

Labour Colony (6 NOS.)

35.3213.95

492.71430

Toilet + S.T. + S.P.31

Watch Tow

er (4 NOS.)

33

932

Green Belt

33Road

34Strom

Water D

rain35

Compund W

all



2015

Annexure 2

Soil Testing Report

00.00 BLACK PLASTIC SILTY CLAY WITHSAND

DS 0 19 81 39 23 16

CI

CI

ML

40

01.00 UDS 18.62 1.80 1.51 2.70 0 15 85 42 24 18 30 UCC 1.78

02.00 SPT DS 14 18.42 0 18 82 40 25 15 33

02.40 YELLOW PLASTIC SILTY CLAY WITHSAND AND GRAVEL

03.00 UDS 20.02 1.84 1.53 2.73 19 15 66 40 25 15 33 Tuu 0.83 12.6°

04.00 SPT DS 17 19.03 24 23 53 42 25 17

05.00 UDS 20.49 1.87 1.55 2.70 31 15 54 40 24 16 UCC 1.97

06.00 SPT DS 20 18.84 26 17 57 40 22 18

07.00 YELLOW NON-PLASTIC SILT WITHSAND AND GRAVEL

UDS 16.79 1.83 1.57 2.82 27 17 56 29 23 6

08.50 SPT DS 30 15.67 23 18 59 34 - -

10.00 SPT DS 32 14.14 19 12 69 32 - -

10.50 TERMINATION

SUMMARY OF GEOTECHNICAL EXPLORATIONS

119242-Jambusar JAMBUSAR, BHARUCH

1

150 mmSHELL & AUGER

31-01-15 31-01-15

Depth

Below Termination LevelWater Table

UNIQUE ENGINEERING TESTING AND ADVISORY SERVICES216, Road No. 6-F, New Estate, Udhyognagar, Udhna, Surat-394210, Gujarat

Project :Project No.

Ns Rock Natural Density Spe- Shri- Free Shear PropertiesI. S. Additional/Samples Properties LimitsAnalysis(in gms/cc)No. of Moist. cific nkge swell C ØTestVisual Soil Descriptionin Classi- Tests orSPT UDS Blows per C.R.

:

Bore Hole No. : Bore Hole Started on : Completed on : Depth of :

Diameter of Bore Hole : R. L. of Ground Level :Method of Drilling : Location of Bore Hole :

Field Test Particle Size Atterberg

RQDContent Gra- Gr. Sn Silt+ LL PL PI Lim. Indx (Kg/ inTypemetres fication Bulk Dry Remarks% vityVST DS 300 mm % % % % Clay % % % % % cm²) Deg.

qu in Kg/cm²

Cv - Coeff. of ConsolidationStandard Penetration Test DS - Disturbed Sample Gr - Gravel LL - Liquid Limit PI - Plasticity Index C.R. - Core RecoverySPT -UDS - Undisturbed Sample Mv - Coeff. of Volume ChangeVST - Vane Shear Test Sn - Sand PL - Plastic Limit C, Ø - Shear Parameters RQD - Rock Quality Designation

Documents

FORM 1 (Application for Environment Clearance Certificate) Sr. No