kalyan dombivli municipal corporation … feasibility report project name: municipal waste treatment...

Pre feasibility Report Project name: Municipal Waste Treatment Facility at Barave

ABC TECHNO LABS INDIA PVT. LTD., MUMBAI 1

KALYAN DOMBIVLI MUNICIPAL

CORPORATION

PRE FEASIBILITY REPORT

For

Proposed Integrated Solid Waste Management

Facility at Barave, Kalyan

Prepared By

ABC Techno Labs India Pvt. Ltd. QCI NABET Accredited (Certificate No. NABET / EIA / 1316 / RA001)

Corporate Office:

No.2, 2nd

Street, Thangam Colony, Anna Nagar West, Chennai – 600040.

Tamil Nadu, India.

Tel: 044 – 26161123 / 24 / 25

Mumbai Office:

A/355, Balaji Bhavan, Plot No. 42 A, Sector 11, CBD Belapur,

Navi Mumbai – 400614, Maharashtra. India

Tel: 022 – 27580055 / 44

www.abctechnolab.com [email protected]



Contents

CHAPTER 1-EXECUTIVE SUMMARY .................................................................................................................. 4

CHAPTER 2-IDENTIFICATION OF THE PROJECT AND PROJECT PROPONENT ...................................................... 6

2.1 IDENTIFICATION OF THE PROJECT .................................................................................................................. 6

2.1.1 Details of the Project Proponent ...................................................................................................... 6

Table 2. 1 Details of Project Proponent ....................................................................................................................... 6

2.2 DEMOGRAPHIC DETAILS OF KDMC ............................................................................................................... 7

2.2.1 City Profile ......................................................................................................................................... 7

2.3 BRIEF DESCRIPTION OF NATURE OF THE PROJECT ............................................................................................. 8

2.4 NEED FOR THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY OR REGION ...................................................... 8

2.5 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT ................................................................. 8

Table 2. 2 Employment generation details .................................................................................................................. 8

CHAPTER 3-PROJECT DESCRIPTION .................................................................................................................. 9

3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECTS, IF ANY ............................................. 9

3.2 LOCATION ................................................................................................................................................. 9

Table 3. 1 Land use break up details ........................................................................................................................... 9

Table 3. 2 Environmental Settings of the project site ............................................................................................... 12

3.4 DETAILS OF ALTERNATIVE SITE.................................................................................................................... 13

NO ALTERNATIVE SITES WERE CONSIDERED FOR DEVELOPMENT OF THE INTEGRATED MSW FACILITY. THE PROPOSED SITE BASED IN

KALYAN TOWN PROVES TO BE THE BEST LOCATION CONSIDERING BOTH THE ENVIRONMENTAL AND ECONOMICAL FACTORS. ........ 13

3.5 SIZE AND MAGNITUDE OF PROJECT ............................................................................................................. 13

3.6 PROJECT DESCRIPTION WITH PROCESS DETAILS ............................................................................................. 13

Table 3. 3 Treatment units ........................................................................................................................................ 18

3.7 RAW MATERIAL REQUIREMENT: ................................................................................................................. 18

Table 3. 4- Raw Material Requirement...................................................................................................................... 18

3.8 RESOURCE OPTIMIZATION/ RECYCLING AND REUSE ENVISAGED IN THE PROJECT, IF ANY, ..................................... 18

3.9 AVAILABILITY OF WATER ITS SOURCE, ENERGY/ POWER REQUIREMENT AND SOURCE........................................... 19

3.9.1 Water requirement ............................................................................................................................. 19

Table 3. 6- Fresh Water Requirement ....................................................................................................................... 19

3.9.2 Power Requirement ............................................................................................................................ 19

Table 3. 7- Power Requirement ................................................................................................................................. 19

Table 3. 8- DG sets details ......................................................................................................................................... 19



CHAPTER 4-SITE ANALYSIS ............................................................................................................................. 20

4.1 SITE CONNECTIVITY .................................................................................................................................. 20

Table 4.1-Connectivity details ................................................................................................................................... 20

Figure 4. 1 –Site connectivity Map ....................................................................................................................... 21

4.2 LANDFORM, LAND USE AND LAND OWNERSHIP ............................................................................................. 22

4.3 TOPOGRAPHY .......................................................................................................................................... 22

4.4 EXISTING LAND USE PATTERN ..................................................................................................................... 22

4.5 CLIMATE AND RAINFALL ............................................................................................................................ 22

4.6 SOCIAL INFRASTRUCTURE AVAILABLE............................................................................................................ 22

CHAPTER 5-PLANNING BRIEF ......................................................................................................................... 23

5.1 PLANNING CONCEPT (TYPE OF INDUSTRIES, FACILITIES, TRANSPORTATION ETC.) TOWN AND COUNTRY

PLANNING/DEVELOPMENT AUTHORITY CLASSIFICATION ............................................................................................... 23

5.2 POPULATION PROJECTION .......................................................................................................................... 23

5.3 LAND USE PLANNING ................................................................................................................................ 24

5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL & SOCIAL) ................................................................... 24

CHAPTER 6-PROPOSED INFRASTRUCTURE ..................................................................................................... 25

6.1 PLANNING BRIEF ...................................................................................................................................... 25

6.2 GREEN BELT ............................................................................................................................................ 25

6.3 CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD / RAIL / METRO / WATER WAYS ETC.) .............................. 26

6.4 DRINKING WATER MANAGEMENT ............................................................................................................... 26

6.5 SEWERAGE SYSTEM .................................................................................................................................. 26

6.6 POWER REQUIREMENT & SUPPLY/SOURCE ................................................................................................... 26

CHAPTER 7-REHABILITATION AND RESETTLEMENT (R&R) PLAN ..................................................................... 27

CHAPTER 8-PROJECT SCHEDULE & COST ESTIMATES ...................................................................................... 28

Table no. 8.1- Cost estimates .................................................................................................................................... 28

CHAPTER 9-ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS) .............................................................. 29



CHAPTER 1-EXECUTIVE SUMMARY

Salient Features Of The Project

Location 19°15'53.32"N

73°8'51.53"E

Land Area Total area: 22,300 m2

Screening

Category 7 (i) Common Municipal Solid Waste Management Facility

Project Profile

Kalyan Dombivli is an important township of Mumbai City. Being close to

Mumbai, the demographic profile of the city reveals that the population has

increased continuously. Due to which, quantities of Municipal Solid Waste

generated in Kalyan and Dombivli measured by in house survey team under the

Solid Waste Management Department in year 2006, showed generation of 510 TPD

MSW from population base of 12,62,936. It comes to 403.83gm/capita/day. With

population base of 1247321 in 2011, MSW quantity was found to be 600 TPD. This

comes to 481.03 gm/capita/day. At the end of 2013, Kalyan Dombivli Municipal

Corporation had 650 MT/day/ of MSW. In the view of which Barave Municipal

Waste Management Facility is being proposed.

Cost Of The

Project Rs.10.54 Cr. (Approx)

Resource Requirement

Source & Quantity

Of Water

Sr. Phase Quantity Source

1. Construction 20 m3/day KDMC

2. Operational 10 m3/day Recycled water

from STP

Power

Sr. Power

requirement

Capacity

(kVA)

Source Fuel type &

Quantity



1. Construction Phase 50 MSEDCL -

2. Operation Phase 100 - HSD

Man Power Construction Phase: 50 nos.

Operation phase: 15 nos.

Environmental Management System

Municipal Waste

Treatment Scheme

MSW receiving and treatment for biostabilization/inertisation followed by disposal

of remnants/ inerts in the sanitary land fill.

Flue Gas Emission From 1x 125 kVA DG set



CHAPTER 2-IDENTIFICATION OF THE PROJECT AND PROJECT

PROPONENT

2.1 Identification Of The Project

Municipal Solid Waste management, to reduce the impact on the environment, requires an integrated

approach involving components such as collection from various generators, segregation at source,

recycling of the waste, reuse and disposal, etc. Healthy environment demands an integrated approach

that involves complementary use of a variety of practices to handle the Municipal Solid Waste, stream

safely and effectively with the least adverse impact on human health and the environment. Integrated

approach would be adopted to dispose the Municipal Solid Waste generated in the city as the

approach amalgamates three stages of Municipal Solid Waste Management. The adoption of this

approach would streamline the collection of Municipal Solid Waste from diverse generating points in

the city and transporting them to the treatment facilities where it would be separated and disposed

accordingly.

The integrated approach is critically important for the Municipal Solid Waste management to work

efficiently. A well integrated approach captures the primary collection, secondary collection,

treatment and disposal.

In addition to all this, an integrated approach would reduce the littering on streets, enhance the

cleanliness of the city, and increase the viability, profitability and sustainability of Municipal Solid

Waste systems through their impact on increasing incomes, employment while reducing pollution

levels.

Barave facility is part of one of such integrated system. The facility includes a Bio-stabilization

facility and a 200 TPD Sanitary landfill with a leachate treatment plant.

2.1.1 Details of the Project Proponent

The details of the project proponent are given below:

Table 2. 1 Details of Project Proponent

Name Of The Applicant Kalyan Dombivli Municipal Corporation

Name & Address Kalyan Dombivli Municipal Corporation

Shankerrao Chowk, Kalyan (west)

Status Of The Project A Municipal waste facility of 200 TPD is proposed to

curb the growing demand of waste disposal of growing

Kalyan Dombivli population.



2.2 Demographic Details of KDMC

2.2.1 City Profile

Kalyan Dombivli is an important satellite township of Mumbai city. It is an important railway

junction. The city of Kalyan – Dombivli forms one of the important urban agglomerations of

Maharashtra state. Owing to large urbanizable zone and its proximity to greater Mumbai, Kalyan-

Dombivli is trying to enhance the quality of services, expand the infrastructure and accelerate its

economic growth. The Table provides salient feature of Kalyan Dombivli city as on Today.

City Kalyan Dombivli

Area Total area: 67.65 sq. kmts.

Developable Area: 46.94 sq.kmts

Undeveloped Area: 20.71 sq.kmts.

District Thane

Geographical location Latitude: 19o16’37.98’’N

Longitude: 73o07’26.14’’E

Connectivity Road: City is well connected by a road network with the capital city

(Mumbai) & the urban centre of the state and neighbouring states.

Rail: Kalyan is an important Railway Junction on the central

railway. And is well connected by rail network with Mumbai &

other important cities of the nation. Due to an efficient local train

network, the city has gained importance of being a suburb of

Mumbai.

Climate Moderately humid tropical climate with max. temp of 410C &

minimum temp of 170C. Annual rainfall-ranges between 1900 mm to

2700 mm

City administration Kalyan Dombivli Municipal Corporation

The city has been functioning with sustained growth in territory economic activities.

Major economic activities of the city are trade and commerce.



2.3 Brief Description of Nature Of The Project

Municipal Solid Waste as such cannot be disposed off due to pollution problems and also due to land

area exhaustion, the project has been planned for appropriate biological stabilization of bio degradable

contents, separation and conditioning of dry recyclable materials and disposal of volume reduced

inertised/ remnants in Sanitary Landfills.

2.4 Need For The Project And Its Importance To The Country Or Region

Indiscriminate and open burning of wastes results in air pollution. Dumping of waste and leachate

from waste dumpsites, and contaminated lands leads to land pollution, surface water contamination,

and ground water contamination. Also, a significant delay between waste generation and final

disposal results in odour nuisance, environmental degradation, fly and rodent infestation etc.

It is highly necessary to establish an Integrated MSW Management Facility with provisions such as

recovery of organics (Composting), recovery of recyclables (Materials Recovery Facility, MRF),

recovery of high calorific value waste (Refuse Derived Fuel, RDF), and disposal of inerts (Secured

Landfill).

2.5 Employment Generation (Direct And Indirect) Due To The Project

About 15 full time employees and 50 contractual employees will be employed for project operation.

About 100 indirect employment will be generated for primary/secondary collection, transportation etc.

Table 2. 2 Employment generation details

Sr. No. Particulars Skilled

Labour

Unskilled

Labour Supervisors Total No.

1 Construction Phase 10 38 2 50

2 Operation Phase 5 10 2 15



CHAPTER 3-PROJECT DESCRIPTION

3.1 Type Of Project Including Interlinked And Interdependent Projects, If Any

The project is an Integrated Solid Waste Management Facility with a Bio-Stabilization facility and

200 TPD Sanitary Landfill with Leachate Treatment Plant at Barave by Kalyan Dombivli Municipal

Corporation, for the treatment Municipal Solid Waste generated by Kalyan Dombivli.

3.2 Location

Location map is given in Figure 3.1 & land use break up details given in Table 3.2

Table 3. 1 Land use break up details

S. No. Particulars Proposed

Land Area (Sq.m)

% of Total

Area

1 Process Area 12,906 57.87

2 Admin block 20 0.08

3 Internal roads 1000 4.48

4 Utility area 500 2.24

5 Storage area 415 1.8

6 Parking 100 0.4

7 Green belt 7359 33

Total 22,300 100



Figure 3. 1: Project location



Figure 3. 2 - 500 m & 10 km Radius Satellite Image



Table 3. 2 Environmental Settings of the project site

Sl. No. Particulars Details

1 Latitude 19°15'53.32"N

2 Longitude 73°8'51.53"E

3 Site Elevation above MSL Elevation above MSL is 4 meter

4 Topography Kalyan has an Undulated topography with ground levels

ranging from 5 m to 50 m above the MSL.

5 Climate Has moderately humid tropical climate due to nearness to

Ulhas creek, Bhatsa and Ulhas rivers. Hot summer with max.

Temperature of 41 degree Celsius with minimum

temperature of 17 degree Celsius.

5 Present land use at the site Land is vacant.

6 Nearest highway Kalyan-Murbad Highway

7 Nearest railway station Kalyan railway station: 3.5 km

8 Nearest airport Chhatrapati Shivaji International Airport: 50 km (approx)

9 Nearest town / city Kalyan: 3.4 km

10 Water body Ulhas River:

12 Hills / valleys None in 5 km radius

13 Archaeologically important

places

None in 5 km radius

14 National parks / Wildlife

Sanctuaries

None in 5 km radius

15 Reserved / Protected Forests None in 5 km radius

16 Seismicity Seismic zone III

17 Defense Installations None in 5 km radius



3.4 Details Of Alternative Site

No alternative sites were considered for development of the Integrated MSW facility.

The proposed site based in Kalyan Town proves to be the best location considering both

the environmental and economical factors.

3.5 Size And Magnitude Of Project

To accommodate the ever increasing Municipal Solid Waste, this Integrated Solid Waste

Management Facility is proposed to be established at Barave with a Bio-Stabilization facility and

200 TPD Sanitary Landfill with a leachate treatment plant on 22,300 m2 of land.

3.6 Project Description With Process Details

The Municipal Solid Waste consists of many components. Hence after collection when the waste is

brought to treatment facility it is first segregated.

In a Municipal solid waste there is around 50% Biodegradable waste, 30% Recyclables and 20% inert

waste. During segregation the Biodegradable waste is sent for Bio-stabilization, the recyclables are

sent for recycling and inert waste is landfilled.

(i) Bio-Stabilization:

It is a treatment of aerobic bioconversion applied to Municipal Solid Waste (MSW) as is, to MSW

residual of selective collection, or to contaminated organic fractions (under-sieve from mechanical

selection, etc.) with the aim of generating a stabilized organic fraction suitable to be landfilled or used

for capping operations during the cultivation of the sanitary landfill

(ii) Sanitary Landfill:

The Sanitary Landfill will be designed with HDPE geomembrane at bottom & sides to avoid

percolation of leachate into ground water. Leachate collection system with full-fledged ETP with RO

system is proposed for the treatment of leachates.

Following is the detailed description about the components of the Integrated Solid Waste

Management Facility:

Life Of The Landfill:

The primary factor that determines the design and life of the SLF is the volume of the waste to be land

filled. The new landfill site with treatment facility at Barave, Kalyan would cover an area of about

22,300 m2. As per estimates the total capacity of the landfill will be around 200 TPD. The total

volume of waste to be placed in the landfill will be computed for the “active” period of the landfill

taking into account, (a) the current generation of waste per annum and (b) the anticipated increase in

rate of waste generation on the basis of past records or population growth rate. The required landfill



capacity works out significantly greater than the waste volume it accommodates. The actual capacity

of the landfill will depend upon the volume occupied by the liner system and the cover material

(daily, intermediate and final cover) as well as the compacted density of the waste. In addition, the

amount of settlement a waste will undergo due to overburden stress and due to bio-degradation

will also be taken into account. The proposed landfill design life comprises of an “active” period

and a “closure” and a “post closure” period. The “active” period or the design life will be the 1st

phase of land fill process (proposed project). The “closure and post-closure” period for which

proposed landfill will be monitored and maintained after the “active period” is completed.

Basic Design Component

The landfill will be operated in phases because it allows progressive use of the landfill area, such that

at any given time a part of the site may have a final cover, a part being actively filled, a part being

prepared to receive waste and a part undisturbed. Each phase will be designed for a period of one year

and will consist of daily cells, daily cover, lifts, intermediate cover, liner, leachate collection facility,

gas control facility and final cover. Each phase will be filled from the base to the final/intermediate

cover and capped within this period. The waste subjected to landfilling shall be compacted in thin

layers with the help of Bulldozers/ landfill compactors and the wastes shall be covered immediately or

at the end of each working day with 7.5-10 cm of soil.

Liner System :

Protection of the surrounding environment of an SLF can be effectively achieved by using an

impermeable liner on the base and sides to prevent migration of gas and leachates into the soil and

groundwater. The liner system for the proposed SLF has been designed based on recommendation of

the Ministry of Environment and Forests for construction of a non-permeable lining system at the base

and wall of waste disposal site area. For SLF receiving residues of waste processing facilities or

mixed waste or waste having contamination of hazardous material (such as aerosol, bleaches,

polishes, batteries, waste oils, paint products and pesticides), the liner will have, at a minimum, a

composite barrier having 1.5 mm High Density Polyethylene (HDPE) geo-membrane or equivalent

overlying 90 cm of soil (clay/amended soil) having permeability coefficient not greater than 1X10-7

cm/sec.

Leachate Generation, Collection and Treatment:

Water that percolates through the solid waste placed in the landfill is known as leachate. During its

downward progress through the waste, the water entrains suspended solids, extracts soluble

constituents of the waste and soluble products of the waste degradation process. The quantity of

leachate generated in a landfill is dependent on the quantity of infiltrating water. This, in turn, is



dependent on the local precipitation, active area of the landfill and the operational practices. The

quality is dependent on the characteristic of the wastes. Since primarily inert MSW will be deposited

in the SLF, the generated leachate is not expected to have contaminants such as heavy metals.

However, considering accidental scenarios when small quantity of bio-degradable material may enter

the landfill as part of the processing rejects, the leachate will be treated and disposed with adequate

safeguards for the environment. HDPE Geomembrane Layer 300mm - Silty Sand Layer

Leachate Collection System:

The primary function of leachate collection system is to collect and to convey the leachate out of the

landfill and to control the depth of the leachate above the liner. Leachate collection network will

comprise of header pipe and feeder pipes. The feeder pipes will consist of HDPE pipes of 150 mm

diameter constructed at a spacing of 50 m and at a slope of 2 per cent. Pipe spacing is governed by the

requirement that the leachate head will not be greater than the drainage layer thickness. The feeder

pipes will be connected to header pipe. The header pipe will be constructed at a slope of 2 per cent

and connected to leachate collection tank. The feeder and header pipes will have sufficient strength

and will be safe from particulate and biological clogging and deflections. Leachate collection

chamber/s will be installed to collect the leachate through the header pipe. The leachate collection

chambers will be built up with successive lifts of waste. Submersible pumps or adductor pumps will

be used to remove leachate from the chambers and carried through permanent pipe work for treatment

and disposal.

Landfill gas generation, control and management:

Gas generation

Landfill gas is generated due to the degradation of the organic matter in the wastes. As per CEEPHO

manual, the principal components of typical landfill gas are methane (CH4), and carbon dioxide (CO2)

whose typical concentrations are 30-60% and 34-60% respectively. However, considering accidental

scenarios when bio-degradable material may enter the landfill as part of the processing, adequate gas

control and management systems will be provided.

Control and management:

Adequate measures will be taken to restrict uncontrolled migration of landfill gas from the SLF.

These measures include, Gas drainage blanket provided over the solid waste as part of the final cover

of a completed phase; and Vertical gas vents in the gas-drainage blanket for controlled passive

venting of the landfill gas. The gas venting layer will be 300 mm thick and made of granular soil. The

gas will get accumulated in this layer and will be vented through gas vent pipes. These gas vent pipes

will perforated HDPE pipes be of 150 mm diameter. Blowers will convey the gas collected in the



pipes to the flaring unit. The flaring unit will consist of collection chamber, blower, ignition

mechanism, control valves and sensors. Since the anticipated volume of landfill gas is low, utilization

of the gas for either direct internal consumption or power generation is not considered viable

Final cover

The final cover system for the proposed SLF will be based on the recommendations of MoEF and

CPHHEO and will be a composite structure comprising of four layers of an engineered seal designed

to prevent water ingress and egress of landfill gas and an agricultural cap comprising of subsoil

drainage layer. The final cover system will consist of the following components:

Vegetative layer thick with good vegetation supporting soil

Drainage layer of thick granular material with permeability greater than 10-2 cm /sec

Barrier layer of thick clay/amended soil with permeability less than 10-7cm/sec

Gas venting layer of thick granular material with permeability greater than 10-2

cm/sec

A suitable vegetative cover will have to be established on the closed site to ensure slow surface

runoff, promote evapo-transpiration of rainfall, and retain moisture in the cap and enhance the

formation of a soil structure in the agriculture soil. In accordance with the requirements of the MSW

2000 Rules the selected plants will be locally adopted non-edible perennial plants that are resistant to

drought and extreme temperatures, and have ability to thrive on low-nutrient soil with minimum

nutrient addition. Root penetration will not exceed 30 cm. Plantation will be made in sufficient

density to minimize soil erosion.

As each phase is completed and as the final cover level is reached in successive phases,

interconnectivities in the leachate collection system, surface water drainage system at the cover of

each phase and the gas collection system will be established. Temporary surface water drainage

system constructed at the base of each completed phase is dismantled. Upon completion of all phases

a final check will be made of the proper functioning of all inter connected systems. An access road

will be provided on the landfill cover to enable easy approach for routine inspection of the landfill

cover

Other Infrastructural Facilities

Besides the compost plant and landfill, other infrastructural facilities have been proposed to be

developed as an integral part of the waste management facility. This would include access road,

internal roads, drainage system, boundary walls, administrative building, Leachate Treatment Facility,

buffer zone for plantation of trees etc. As per norms, total landfill area will be approximately 15%

more than the area required for land filling to accommodate all infrastructure and support facilities as



well as to allow the formation of a green belt around the landfill. Management of Surface Runoff

Surface water management is required to ensure that rainwater does not drain into the waste from

surrounding areas and that there is no water logging or ponding on covers of landfills. The following

measures will be taken for ensuring adequate surface water drainage:

Rainwater running off the slopes above and outside the landfill area will be

intercepted and channelled to a storm water reservoir, thus preventing the operational

area of the site. The diversion channel will be provided with low permeability lining

to prevent leakage into the landfill.

Rainfall on active tipping areas will be collected separately and managed as leachate

via the leachate collection drain and leachate collection sumps to the leachate

treatment and disposal system.

Rainfall on areas within the landfill site but on final covers of phases which have been

completed are not actively being used for waste disposal will be diverted away in

drainage channels from active tipping areas, and directed to the storm water reservoir.

Drainage channels or drains constructed on the restored landfill surface will be

constructed so that they are able to accommodate settlement, resist erosion and cope

with localised storm conditions.

The final cover will be provided a slope of 3 to 5% for proper surface water drainage.

(iii) Leachate Treatment

The leachate will be treated in a leachate treatment plant. A part of the treated leachate will be re-

circulated in the compost plant to increase the rate of waste stabilization during the aerobic

composting. Site fencing a compound wall or rigid fencing all round the land fill site to a height will

to be constructed to totally seclude site from outside activities. Lockable gates will be provided to

prevent unauthorized access full time security guard at the site. A cattle grid will also be placed at the

entrance to the waste reception area. Site entrance a permanent, wide, entrance road with separate

entry and exit lanes and gates will be provided. Sufficient length/parking space will be provided

inside the entrance gate till the weighbridge to prevent queuing of vehicles outside the entrance gate.

The entrance area will be properly landscaped with a green belt containing tree plantation for good

visual impact. Proper direction signs and lighting will be placed at the entrance gate. Access roads, the

approach way to the facility will be upgraded or paved sufficiently to a width for movement of two

way traffic. Secondary arterial roads and temporary roads within the site will of lesser standards, as

the locations of these roads will be changing following the landfill development.



Table 3. 3 Treatment units

3.7 Raw Material Requirement:

Table 3. 4- Raw Material Requirement

Sr. No. Raw material Quantity

1. Metal 10,900m3

2. Bricks 89300 nos.

3. Steel 3.70 MT

4. HDP Geo membrane 13170 m2

5. HDP Pipe (150 mm) 116 Rmt

6. HDP Pipe (125 mm) 250 Rmt

7. Geo Textile 545 m2

8. Metal (10 mm) 600 m3

9. Cement Concrete-1:4:8

Metal: 45 m3 , Cement: 163 bags, Sand: 22 m

3

3.8 Resource Optimization/ Recycling And Reuse Envisaged In The Project, If

Any,

Not applicable

Sr.no. Description Size/area/volume/capacity Unit

1. Waste receiving floor 150 m2

2. Concreted Composting pad 4000 m2

3. Compost Processing Shed 4500 m2

4. Recycling Shed 300 m2

5. Stores/ Godown 415 m2

6. Drying and Storage area 400 m2

7. Monsoon Shed over comp. pad 2000 m2



3.9 Availability Of Water Its Source, Energy/ Power Requirement And Source

3.9.1 Water requirement

Fresh water requirement for proposed project is given below

Table 3. 6- Fresh Water Requirement

S. No Details Proposed water consumption

(m3/day)

A Domestic purpose 5

B Operation purpose 20

Water will be sourced through KDMC. There will be a requirement of 5 m3 / day of fresh water. 20 m

3

/ day of recycled water will be used for operation purpose.

3.9.2 Power Requirement

Power requirement and source of power for proposed project is given below in table 3.7. Details of

DG sets given in table 3.8

Table 3. 7- Power Requirement

S. No. Particulars(kVA) Source

1. 50 MSEDCL

2. 100

Table 3. 8- DG sets details

No. of DG Sets Capacity of DG Set Height of Stack Fuel Used & Quantity

1 125 3 5 m above the roof of

highest establishment

HSD



CHAPTER 4-SITE ANALYSIS

4.1 Site Connectivity

Table 4.1-Connectivity details

Connectivity

Nearest Railway Station Kalyan Railway station (3.5 Km)

Nearest Airport Chhatrapati Shivaji International Airport,

Mumbai (50 Km)

Nearest Highway Kalyan Murbad Highway



Figure 4. 1 –Site connectivity Map



4.2 Landform, Land Use And Land Ownership

The Kalyan Dombivli Municipal Corporation has acquired around 22,300 m2

land area at Barve site

for waste processing.

4.3 Topography

Kalyan has undulated topography with ground levels ranging from 5m to 50 m above the mean sea

level. However areas near Ulhas creek on the North side are relatively flat. The river Ulhas, Kalu and

also Waldhuni flow in this region. The city mainly divided into East and West with the central railway

forming this division.

4.4 Existing Land Use Pattern

It is a vacant land reserved for Integrated Municipal Solid Waste Management Facility

4.5 Climate And Rainfall

Kalyan has a moderately humid tropical climate due to nearness to Ulhas creek, Bhatsa and Ulhas

Rivers. Hot summer with maximum temperature of 41° C and moderate hot summer with minimum

temperature of 17° C are experienced by the people in area.

The monsoon is predominant during months of June, July, August and September. Rainfall ranges

between 1900 mm to 2700 mm. whereas 75% rainfall is received during July and August.

4.6 Social Infrastructure Available

At the Barve site, development of basic infrastructure like approach road, power line, levelling of land

plantation, site office, gate control and education awareness cum training centre are proposed to be

taken up by the Kalyan Dombivli Municipal corporation.



CHAPTER 5-PLANNING BRIEF

5.1 Planning Concept (Type Of Industries, Facilities, Transportation Etc.) Town

And Country Planning/Development Authority Classification

The project is an Integrated Solid Waste Management Facility with a Bio-Stabilization facility and

200 TPD Sanitary Landfill with Leachate Treatment Plant at Barave by Kalyan Dombivli Municipal

Corporation, for the treatment Municipal Solid Waste generated by Kalyan Dombivli.

5.2 Population Projection

Sr. No. Year Population

1 2001 10,47,297

2 2005 12,16,702

3 2008 13,60,743

4 2009 14,12,451

5 2010 14,67,000

6 2011 12,47,321

7 2015 17,67,734

8 2020 20,52,000

9 2025 23,78,830

10 2030 26,91,427

11 2035 30,45,103

12 2040 33,95,129



5.3 Land Use Planning

The land use break up is as given below:

5.4 Assessment Of Infrastructure Demand (Physical & Social)

All facilities / amenities like medical, educational, housing, transportation, communication,

shopping etc are available nearby places. Since, local workers will be employed for this purpose

therefore; no long term infrastructure will be required.

S. No. Particulars Proposed

Land Area (Sq.m)

% of Total

Area

1 Process Area 12,906 57.87

2 Admin block 20 0.08

3 Internal roads 1000 4.48

4 Utility area 500 2.24

5 Storage area 415 1.8

6 Parking 100 0.4

7 Green belt 7359 33

Total 22,300 100



CHAPTER 6-PROPOSED INFRASTRUCTURE

6.1 Planning Brief

The proposed project will be facilitated in the 22,300 m2 of land at Barave in the Kalyan, Thane

District. The land use break-up showing the proposed activities is given in Table 3.1. All

required amenities and facilities will be made available in the plant itself.

6.2 Green Belt

Green belt around the boundary wall is being planned. Approximately 7359 m2of area will be

provided for green belt development. Following Native plant species will be planted in the MSW

treatment plant.

Sr. no. Local Name Scientific Name

1.. Amba Mangifera Indica

2. Apta Bauhimia Racemosa

3. Arjun Terminalia Arjun

4. Bahara Cassia Fistula

5. Bakul Mimusops Elengi

6. Chinch Tarmarindus Indica

7. Gulmohar Delonix Regia

8. Jambhul Syzygium Cumini

9. Kadamb Neolamarkina Cadamba

10. Kaduneem Azadirachta Indica

11. Kashid Cassia Siamea

12. Katesavar Bombax Cieba

13. Naral Cocos Nucifera

14. Nilgiri Eucalyptus Globulus

15. Pangara Butea Monosperma

16. Kanchan Bauhinia Purpurea

17. Pimpal Ficus Religiosa



6.3 Connectivity (Traffic And Transportation Road / Rail / Metro / Water Ways

Etc.)

Barave is well connected by a road network with the capital city (Mumbai) & the urban centre of the

state and neighbouring states.

Kalyan is an important Railway Junction on the central railway and is well connected by rail network

with Mumbai & other important cities of the nation. Due to an efficient local train network, the city

has gained importance of being a suburb of Mumbai

6.4 Drinking Water Management

Around 5 m3/day of fresh water will be required during operation phase

6.5 Sewerage System

The negligible amount of sewage generated will be treated in the proposed leachate treatment plant.

6.6 Power Requirement & Supply/Source

The power requirement will be 100 kVA during operation phase and 1x 125 KVA D.G. set will be

provided for power back up.



CHAPTER 7-REHABILITATION AND RESETTLEMENT (R&R) PLAN

Kalyan Dombivli Municipal Corporation has acquired a vacant 22,300 m2 of land in Barave for

the proposed Municipal Solid Waste Treatment plant. Hence no rehabilitation & resettlement

issues are envisaged & do not apply.



CHAPTER 8-PROJECT SCHEDULE & COST ESTIMATES

The total cost of project is estimated about Rs.1054.71 Lakhs

Table no. 8.1- Cost estimates

Sr. No. Description Amount in Lakhs

1 Bio-stabilization facility 476.07

2 Sanitary landfill with leachate treatment facility 578.64

Total 1054.71



CHAPTER 9-ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)

Considering the various project related attributes such as availability of necessary infrastructure viz.

connectivity, water & electric supply, man power etc. the project can be executed in a very

comfortable way.

With commissioning of the integrated Municipal Solid Waste Management Facility, KDMC will be

able to focus its attention on other measures for waste recycling.

kalyan dombivli municipal corporation … feasibility report project name: municipal waste treatment...

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