Pre feasibility Report for Saurashtra Enviro Projects Private...

Pre feasibility Report

for

Saurashtra Enviro Projects Private Limited

Expansion Project

Secured Landfill cell (5 Million MT)

At

Village: Lakadiya, Juna Kataria, District: Kutch

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 Jan 2015

PREFEASIBILITY REPORT SAURASHTRA ENVIRO PROJECT PRIVATE LIMITED

DETOX CORPORATION PRIVATE LIMITED 1

2015

Contents 1 EXECUTIVE SUMMARY ................................................................................... 4

2 INTRODUCTION OF THE PROJECT/ BACKGROUND INFORMATION ........................ 4

2.1 Identification of project and project proponent .................................................. 4

2.2 Location (map showing general location, specific location and project boundary & project site layout) with coordinates ........................................................................... 5

2.3 Need of the project and its importance to the country or region ........................... 9

2.4 Demand – Supply gap ................................................................................... 9

2.5 Import vs Indigenous production ................................................................... 10

2.6 Export possibility ........................................................................................ 10

2.7 Domestic/ export market ............................................................................. 10

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

2.9 Project Description ...................................................................................... 10

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

2.11 Details of alternate sites considered and the basis of selecting the proposed site, particularly the environmental considerations gone into should be highlighted ................ 11

2.12 Size or magnitude of operation ..................................................................... 11

3 PROJECT DESCRIPTION WITH PROCESS DETAILS (A SCHEMATIC DIAGRAM/ FLOW CHART SHOWING THE PROJECT LAYOUT, COMPONENTS OF THE PROJECT ETC SHOULD BE GIVEN) 11

3.1 Secured Landfill Disposal Facility (TSDF) ........................................................ 11

3.2 Raw material required along with estimated quantity, likely source, marketing area of final product/s, mode of transport of raw material and finished product ...................... 15

3.3 Resource optimization/ recycling and reuse envisaged in the project, if any, should be briefly outlined .................................................................................................. 15

3.4 Availability of water its source, energy/ power requirement and source ............... 15

3.4.1 Water ........................................................................................................ 15

3.4.2 Energy/ Power Requirement ......................................................................... 15



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3.5 Quantity of waste to be generated (liquid and solid) and scheme for their management/ disposal............................................................................................ 16

3.5.1 Waste water ............................................................................................... 16

3.6 Schematic representations of the feasibility drawing which give information of EIA purpose 16

4 Site Analysis .............................................................................................. 16

4.1 Connectivity ............................................................................................... 16

4.2 Land form, land use and land ownership ........................................................ 16

4.3 Topography (along with map) ....................................................................... 16

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 ..................................................................................... 17

4.5 Existing infrastructure ................................................................................. 17

4.6 Climatic data from secondary sources ............................................................ 17

4.7 Social infrastructure available ....................................................................... 17

5 Planning Brief ............................................................................................. 17

5.1 Planning Concept (type of industries, transportation etc) Town and country planning/ development authority classification ........................................................... 17

5.2 Population projection ................................................................................... 17

5.3 Land use planning (break up along with green belt etc) .................................... 17

5.4 Assessment of infrastructure demand (physical and social) ............................... 18

5.5 Amenities/ Facilities .................................................................................... 18

6 Proposed infrastructure ................................................................................ 18

6.1 Industrial area (Processing area) ................................................................... 18

6.2 Residential area (Non processing area) .......................................................... 18

6.3 Green belt ................................................................................................. 18

6.4 Social infrastructure .................................................................................... 18

6.5 Connectivity (Traffic and transportation road/ rail/ metro/ water ways etc) ......... 18



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6.6 Drinking water management (Source & supply of water) .................................. 19

6.7 Sewerage system ....................................................................................... 19

6.8 Industrial waste management ....................................................................... 19

6.9 Solid waste management ............................................................................. 19

6.10 Power requirement & Supply/ source ............................................................. 19

7 Rehabilitation and Resettlement (R & R) Plan: Not applicable ............................ 19

7.1 Policy to be adopted (Central/ state) in respect of the project affected persons including home oustees, land oustees and landless laborers ......................................... 19

8 Project schedule and cost estimates .............................................................. 19

8.1 Likely date of start of construction and likely date of completion ........................ 19

8.2 Estimated project cost along with analysis in terms of economic viability of the project ................................................................................................................ 19

9 Analysis of proposal (Final Recommendations) ................................................ 19

9.1 Financial and social benefits with special emphasis on the benefit to the local people including tribal population, if any, in the area: ........................................................... 19

LIST OF TABLES

Table 1: Proposed project ......................................................................................... 4

Table 2: Quality of HDPE liners proposed shown in highlight ......................................... 13

Table 3: Land area break up .................................................................................... 18

LIST OF FIGURES

Figure 1: Google map showing site location ................................................................. 6

Figure 2: Survey map ............................................................................................... 7

Figure 3: Base map of 10 Km radius .................................................................................. 8

Figure 4:Typical Bottom Liner System ....................................................................... 12

Figure 5: Typical Side Liner System .......................................................................... 14

Figure 6: Top Liner ................................................................................................. 14



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1 EXECUTIVE SUMMARY

Saurashtra Enviro Projects Private Limited (SEPPL), has developed an Integrated Common Hazardous Waste Treatment Storage & Disposal Facility with incineration plant having capacity of 10 Million Kcal/hour, Secured Landfill cell with 1.2 Million Metric Ton (MMT), 500 KL/day Forced Evaporation System and Allied Infrastructure Facility at Village: Juna Kataria and Lakadia, Taluka: Bhachau, District: Kutch, State: Gujarat.

For the existing project, company has already obtained Environment Clearance vide MoEF letter no. EC-10-45/2007-IA-III dated 15th April 2008. During the development of the existing project company has done the public hearing for total area of 190 acres, from which 62 acres land is considered for existing project. Company has obtained CTE and CTO for existing project.

Now SEPPL has proposed to develop additional 5 MMT of secured land fill cell on remaining 128 acres of land. Proposed project is only expansion of landfill facility hence no additional air pollution or water pollution envisaged due to proposed project. The secure land fill cell shall be developed based on latest CPCB guidelines and technology available.

2 INTRODUCTION OF THE PROJECT/ BACKGROUND INFORMATION

2.1 Identification of project and project proponent

SAURASHTRA ENVIRO PROJECTS PRIVATE LIMITED (SEPPL), is the group company of Detox Group which is engaged in environment consultancy and engineering work since 1991, having head office at Surat, Gujarat.

Gujarat is undergoing rapid industrialization and industries are becoming more aware on environmental preservations, against expectations of 2,50,000 MT disposal in 5 years, we have received around 5,00,000 MT for disposal in secured landfill at our facility. Hence we have proposed to develop additional capacity of 5 MMT secured landfill on the balance 128 acres of land for which public hearing was already conducted. This will help us to extend our services to the members for another 20 years.

Brief Description of nature of project

It is the extension of existing secured landfill cell for increasing capacity from 1.2 MMT to 6.2 MMT by additional of 5 MMT capacity land fill cell.

Table 1: Proposed project

EXISTING CAPACITY PROPOSED CAPACITY TOTAL CAPACITY

1.2 MMT 5 MMT 6.2 MMT



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

boundary & project site layout) with coordinates

The location of site on Google map is as shown in Figure 1.

The map showing the phase wise development on survey nos. is shown in Error! Reference source not found.



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Figure 1: Google map showing site location



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Figure 2: Survey map



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Figure 3: Base map of 10 Km radius



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

State of Gujarat as undergoing rapid Industrializations and the industries are becoming more aware on Environmental Preservation. The facility which has been developed by us is very well accepted by the industrial units and they have come forward to fully utilize the same which is really appraisable. Against our expectation of 2, 50,000 MT disposal in 5 year, we have received around 5, 00,000 MT for disposal in secured landfills at our facility. Hence we have proposed to develop additional 5 MMT of secured land fill cell in span of 20 years.

2.4 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%.

Total 10 Special Investment regions (SIR) are coming up in Gujarat. The major among ther is Delhi Mumbai Industrial Corridor (DMIC) which contributes majorly to industrial development in state. Around 62 % of total area of Gujarat (i.e 18 out of 26 districts are within the influence area). Thus there will be major industrial development in these areas.

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 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

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 310000 Closed operation



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Green Environment Co-operative Society Ltd, Vatva

923535 900000 Closed operation

Nandesari Enviro Control Ltd (Baroda) 425000

375000 Will close on September 2015

Bharuch Enviro Infrastructure Ltd 2301404

20,15,000 Working

Vapi Waste and Effluent Management Co Ltd

900000 880000 Working

Gujarat Enviro Protection & Infrastructure Ltd*

Permanently closed by regulator.

Gujarat Maritime Board, Alang 61000 40000 Working, only for GMB

Saurashtra Enviro Projects Pvt Ltd (Kutch)

1200000

500000 Working

Looking at the above scenario and considering the facts, we have proposed to expand our existing facility to cater the additional load of hazardous waste generated in state.

2.5 Import vs Indigenous production

Not applicable

2.6 Export possibility

Not applicable

2.7 Domestic/ export market

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

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

Increase in employment during construction phase only

2.9 Project Description

The proposed project i.e Secured landfill cell with 5 MMT capacity falls under schedule ‘A’, Sr. no 7 (d) of EIA notification September 2006 and amendment thereoff.



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

No interlinked and interdependent projects

2.11 Details of alternate sites considered and the basis of selecting the proposed

site, particularly the environmental considerations gone into should be

highlighted

The proposed facility is expansion of existing project

2.12 Size or magnitude of operation

It is the extension of existing secured landfill cell for increasing capacity from 1.2 MMT to 6.2 MMT by additional of 5 MMT capacity land fill cell.

3 PROJECT DESCRIPTION WITH PROCESS DETAILS (A SCHEMATIC DIAGRAM/

FLOW CHART SHOWING THE PROJECT LAYOUT, COMPONENTS OF THE PROJECT

ETC SHOULD BE GIVEN)

3.1 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

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

• Leachate Sump for Collection and removal of Leachate

• Monitoring wells



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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: Geo synthetic clay liner having permeability of 5 × 10-9

Layer 3: 1.5 mm Thick HDPE Geo Membrane

Layer 4: Geo Textile layer to protect drainage layer

Layer 5: 250 mm Thick Drainage layer i.e. detection layer consist of graded invert sand layer/ geo composite layer.



Layer 8: Geo Textile layer to protect drainage layer

Layer 9: 250 mm Blended Clay Layer with permeability k less than or equal to 10-7 cm/sec/ Geo composite liner (GCL).



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Table 2: Quality of HDPE liners proposed shown in highlight

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. Stringent on QA/QC plan as specified by CPCB guidelines shall be followed while executing the job.

2) Side Liner

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

The same is given in figure 5.



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Figure 5: Typical Side Liner System


Layer 2: Geo Textile layer (250 GSM)


Figure 6: Top Liner

Layer 1: 500 mm Compacted Soil



Layer 4: Geo composite Drainage layer

Layer 5: 600 mm Soil for vegetation

Layer 6: Vegetation.



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**Actual design will be done as per site conditions

Leachate Sump

The separate leachate sump or detection sump shall be constructed for both liner system.

The leachate cell having sufficient storage capacity to collect the leachate generated from

the cell. Provision of detection will be made to monitor the damage in any primary liner.

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.

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

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

finished product

As it is disposal facility, raw material is not required. During operation phase, major raw

material required during construction phase are GCL liner, HDPE Liner, HDPE pipe for

drainage, sand/ geo composite layer.

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

should be briefly outlined

Not applicable

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

3.4.1 Water

Source of water

Existing GWIL/ tanker water

Water Consumption

No additional water consumption due to proposed expansion

3.4.2 Energy/ Power Requirement

Not applicable



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

management/ disposal

3.5.1 Waste water

Waste water mainly generate in the form of leachate from the operation of landfill cell. The

same shall be treated in the forced evaporation system or utilized for sprinkling on landfill

cell. The total quantity of leachate generation will not increase.

3.6 Schematic representations of the feasibility drawing which give information

of EIA purpose

The proposed expansion 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..

This project has already obtained Environment Clearance for its existing project. While obtaining the EC, company has already done the environmental due diligence for different identified site as per CPCB guidelines i.e “Site Selection Criteria for Integrated Common Hazardous Waste Management Facility”.

The site is ranked based on evaluation criteria specified in CPCB guidelines. Based on CPCB guidelines the site is successfully operating since 2008. In the proposed additional capacity there is no increase in pollutant load in air and water. The capacity will be on the additional land for which public hearing is already done. Hence project can be considered for EC based on form 1 & prefeasibility report.

4 Site Analysis

4.1 Connectivity

Site is well connected with road network.

4.2 Land form, land use and land ownership

Land form: Agricultural Fallow Land and government waste land.

4.3 Topography (along with map)

The topography is plain



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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 and government waste 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

Road and power connectivity is available at site.

4.6 Climatic data from secondary sources

The climatic data for month of Oct 2014 in the study are as below

Average Wind speed 1.71 m/s

Wind direction West to Eat

4.7 Social infrastructure available

The project site is located approximately 4 - 5 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

Existing and proposed member will utilize this additional facility for disposal of hazardous waste through existing road infrastructure.

5.2 Population projection

Marginal increase in population during construction phase

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

In the existing project the land area is divided for incineration activity, Landfill cell and other allied projects.



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Table 3: Land area break up

PURPOSE EXISTING AREA PROPOSED AREA TOTAL AREA

Infrastructure 1.5 acres --- 1.5 acres

Secured Landfill 52 acres 118 acres 170 acres

Internal road 3 acres --- 3 acres

ETP 0.5 acres --- 0.5 acres

Green Belt 5.5 acres 10 acres 15.5 acres

Total acres 62 acres 128 acres 190 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)

Development of secured land fill cell.

6.2 Residential area (Non processing area)

Not applicable for proposed expansion project

6.3 Green belt

100 % area converted into green belt after development of secured landfill cell.

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)

Site is connected to road network



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6.6 Drinking water management (Source & supply of water)

Existing GWIL/ Tanker water shall be used

6.7 Sewerage system

Domestic waste water generated shall be treated in the existing sewage treatment plant and later shall be reused for gardening purpose.

6.8 Industrial waste management

Leachate shall be disposed off through Forced Evaporation System or sprinkling on landfill cell

6.9 Solid waste management

Not applicable

6.10 Power requirement & Supply/ source

No additional power requirement

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

Shall be developed in different phases over a span of 20 years.

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

the project

Total project cost: Rs. 40 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:

The socio economic activities conducted for existing plant is as below

• For local village development, the company has announced special budgets for medical support, education support, village development projects, community projects and cattle food in drought situation. This budget is released after joint



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meeting with the village head and statutory authority though their funding mechanism

• For brilliant and needy students, company has earmarked funds for scholarship

• Annual medical checkup of all the villagers are done with Government missionary wherein expert doctor are invited. Medicine for six months is distributed free of cost to the villagers by the company

• Records of such medical health checkups have been made public document in the office of Chief District health Officer

• Free of cost Ambulance is provided to the needy villagers in case of emergency

• Distribution of Computers & school kits in schools in surrounding villages

• Contributed a handsome amount towards collectors “15th August Celebration Fund”

• Contribution at the time of local functions like Navratri , etc in near by villages

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