proposed integrated solid waste management … integrated solid waste management scheme at khata...

Proposed Integrated Solid Waste Management Scheme at Khata No.04, Plot No. 113, village-Mohanpur, Distt. Giridih, Jharkhand.

Consultant-Ascenso Enviro Pvt. Ltd. of 21

TABLE OF CONTENTS 1. EXECUTIVE SUMMARY ........................................................................................................................ 4

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

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

2.2 Brief description of nature of the project ............................................................................................ 6

2.3 Need for the project and its importance to the country or region ....................................................... 7

2.4 Demands-supply gap ........................................................................................................................... 7

2.5 Imports vs. Indigenous Production ..................................................................................................... 8

2.6 Export Possibility ................................................................................................................................ 8

2.7 Domestic/ Export Markets .................................................................................................................. 8

2.8 Employment Generation (Direct and indirect) due to the project ....................................................... 8

3 PROJECT DESCRIPTION ......................................................................................................................... 8

3.1 Type of Project Including Interlinked and Interdependent Projects, If Any. ...................................... 9

3.2 Location .............................................................................................................................................. 9

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

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

3.5 Project description with process details ............................................................................................ 17

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 .............................................................. 21

3.7 Resource optimization/ recycling and reuse envisaged in the project, if any ................................... 21

3.8 Availability of water, its source, energy/ power requirement and source ......................................... 21

3.8.1 Water requirement .................................................................................................................... 21

3.8.2 Power ........................................................................................................................................ 21

3.9 Quantity of wastes to be generated (liquid and solid) and scheme for their management/ disposal. 21

3.9.1 Solid waste generation & its disposal ....................................................................................... 21

3.9.2 Liquid Effluent .......................................................................................................................... 23

3.10 Schematic representation of the feasibility drawings which gives information of EIA purposes. ... 24

4 SITE ANALYSIS ..................................................................................................................................... 24

4.1 Connectivity ...................................................................................................................................... 24

4.2 Landform, Land use and Land Ownership ........................................................................................ 24

4.3 Topography ....................................................................................................................................... 24

4.4 Existing land use pattern and shortest distances from the periphery of the project to periphery of the forests, National Parks, Wildlife Sanctuary, Eco sensitive area, Water bodies, CRZ. In case of notified industrial area, a copy the Gazette Notification should be given. ................................................................. 24



4.5 Existing infrastructure ....................................................................................................................... 25

The site has a boundary and main gate and also has internal infrastructure like internal road which needs to be renovated. Currently, the site is being used for dumping of waste. ......................................................... 25

4.6 Soil classification .............................................................................................................................. 25

4.7 Climatic data from secondary sources .............................................................................................. 25

4.8 Social infrastructure available ........................................................................................................... 25

5 PLANNING BRIEF .................................................................................................................................. 26

5.1 Planning concept ............................................................................................................................... 26

5.2 Population Projection ........................................................................................................................ 27

5.3 Land use planning (Break up along with green belt, etc.) ................................................................ 29

5.4 Assessment of Infrastructure Demand (Physical & Social) .............................................................. 30

5.5 Amenities/Facilities .......................................................................................................................... 30

6 PROPOSED INFRASTRUCTURE .......................................................................................................... 30

6.1 Industrial Area (Processing Area) ..................................................................................................... 30

6.2 Residential Area (Non Processing Area) .......................................................................................... 30

6.3 Green Belt ......................................................................................................................................... 31

6.4 Social infrastructure .......................................................................................................................... 31

6.5 Connectivity ...................................................................................................................................... 31

6.6 Drinking water management ............................................................................................................. 31

6.7 Sewerage system ............................................................................................................................... 31

6.8 Industrial waste management ............................................................................................................ 31

6.9 Solid waste management ................................................................................................................... 31

6.10 Power requirement & supply/source ................................................................................................. 31

7 REHABILITATION AND RESETTLEMENT (R&R) PLAN ................................................................ 32

8 PROJECT SCHEDULE & COST ESTIMATES...................................................................................... 32

8.1 Likely date of start of construction and likely date of completion. .................................................. 32

8.2 Estimated project cost along with analysis in terms of economic viability of the project ................ 32

9.0 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS) ............................................................ 33

9.1 Social Benefits .................................................................................................................................... 33

9.2 Economic Benefits .............................................................................................................................. 34

9.3 Environmental Benefits ...................................................................................................................... 34



LIST OF TABLES Table 1: Details of the proposed project ......................................................................................................... 4 Table 2: Details of the coordinates .................................................................................................................. 6 Table 3: Waste Projection .............................................................................................................................. 20 Table 4: Details of land fillable waste ........................................................................................................... 20 Table 5: Eco sensitive area ............................................................................................................................. 25 Table 6: Details of Social Infrastructure ...................................................................................................... 26 Table 7: Census Population ........................................................................................................................... 27 Table 8: Projected Population ........................................................................ Error! Bookmark not defined. Table 9: Land use breakup of land ............................................................................................................... 29 Table 10: Capital cost of the project ............................................................................................................. 32

LIST OF FIGURES

Figure 1: Location of Project Site (General) ................................................................................................ 10 Figure 2: Topographical Map of 10 km radius showing location of project site (Specific) ..................... 11 Figure 3: Google Map showing boundary and coordinates of Project Site ............................................... 13 Figure 4: Pillar coordinate map showing boundary and coordinates of project site ................................ 14 Figure 5: Topographical Map showing Alternative Sites ............................................................................ 16 Figure 6: Process of Municipal Solid Waste Management Facility ............. Error! Bookmark not defined.



PRE-FEASIBILITY REPORT

1. EXECUTIVE SUMMARY

The proposed site for sanitary landfill development for disposal of municipal solid waste from Giridih Nagar Parishad at present no activities is being carried out at the land. The site is approx. 6 Km away from the main town. The proposed site is located at Mauza - Mohanpur, Panchayat- Motiledha, Block-Bengabad. The area of land is 7.10 Acre.

Giridih Nagar Parishad proposed to setup an Integrated Municipal Solid Waste Management system facility for processing facilities and sanitary landfill to be for the Giridih Nagar Parishad at Plot No. 113, Khata No. 04 village-Mohanpur, Distt. Giridih, Jharkhand.

The proposed project falls under Item 7 (i) (Common Municipal Solid Waste Management facilities) as per Environmental Impact Assessment Notification dated September 14, 2006 and its amendments. The project will fall under Category B and will require Environmental Clearance from State Level Environment Impact Assessment Authority.

Table 1: Details of the proposed project

S. No. Information Details

1 Project name Municipal Solid Waste Management Project at Plot No. 113, Khata No. 04 village-Mohanpur, Distt. Giridih, Jharkhand.

2 Area

Total Area-7.10 Acres Capacity of Processing Facility: Compost Plant – 50MT/day Biomethanation plant capacity-3.4 TPD Sanitary Landfill capacity (for 13.5 years)- 52,719 cum

3 Name of the Client Giridih Nagar Parishad,

4

Location of Site Villages Mohanpur District Giridih State Jharkhand

5 Water Requirement and its source

The total water Requirement will approx.20 KLD.

6 Power Supply and its source

400 KVA Source: Jharkhand State Electricity Board (J.S.E.B).

7 Project Cost 14.95 Crores 8 Nearest Railway station Giridih Railway Station is approx. 7.58 km in SSE. 9 Nearest SH/NH NH-114 A is approx. 3.4 km towards SE

10 Nearest Air port Dhanbadh Airport is approx. 48.00 km in SSE



2. INTRODUCTION OF THE PROJECT/ BACKGROUND INFORMATION

2.1 Identification of project and project proponent

Management of solid wastes is of growing concern to the general public at large, local authorities and business communities in cities and towns across India. The problem is exacerbating in urban areas due to rapid strides in population growth, coupled with an economic boom that encourages the consumption of goods and hence, wastes generation. The Government of India has taken several initiatives to improve the existing SWM practices in the Country.

Giridih district was carved out from Hazaribagh district on 4 Dec 1972. It is bounded in North by the district of Jamui and part of Nawada district of Bihar, on the East by the district of Deoghar and Jamtara , on the South by district of Dhanbad and Bokaro and West by districts of Hazaribagh and Kodarma . The Giridih district is spread over an area of 4853.56 sq km. As per 2011 census, total population of Giridih Town is 114537 and the rate of population growth from 1961 to 2001 is reported as 26.75%.

Landfill design involves development of concept, adoption of suitable procedure and safety considerations. Landfill is a typical combination of different component and each of these components has to be designed separately. Before generating a complete design of sanitary landfill, design concepts for each component has been developed. For this process standard design procedure by CPHEEO Manual on Municipal Solid Waste Management, United States Environmental Protection Agency’s Manual on Solid Waste Management (Subpart – D, Design Criteria) and Municipal Solid Waste (Management & Handling) Rules have been adopted. Design concepts for the following components have been developed.

The purpose of this project is to identify the existing MSWM practices within all the towns, recognize deficiencies/gaps in the present system and propose a comprehensive plan for MSWM including segregation, collection, transportation and regional/cluster approach for processing & scientific disposal in Municipal Solid Waste Management Facility in compliance with the SWM Rules 2016. In short, the objective of the project is to introduce appropriate technologies for management of MSW so as to prevent the waste from causing pollution and health hazards.

Name of the Project: Integrated Municipal Solid Waste Management Facility, at Plot No. 113, Khata No. 04 village-Mohanpur, Distt. Giridih, Jharkhand.

Project Proponent: Project is developed by Giridih Nagar Parishad. Giridih town is district headquarter of Giridih district. District is bounded in North by the district of Jamui and part of Nawada district of Bihar, on the East by the district of Deoghar and Jamtara, on the South by district of Dhanbad and Bokaro and West by districts of Hazaribagh and Koderma. The main objective is to ensure systematic & planned Development of the area coming under Giridih Municipality, Cleaning of the town, Provision of street light, supply of drinking water etc. Executive officer is the administrative Chief of the Giridih Nagar Parishad who is deputed by the government of Jharkhand. He is the responsible for overall administration and is assisted by health officer, an assistant



engineer, a junior engineer, a tax inspector, jamadar and sweepers for the working of solid waste management.

Location details:

Table 2: Details of the coordinates

Corners Pillar Coordinates Corner 1 24°14'46.9"N 86°16'53.2"E Corner 2 24°14'43.2"N 86°16'51.1"E Corner 3 24°14'43.9"N 86°16'53.5"E Corner 4 24°14'43.2"N 86°16'55.8"E Corner 5 24°14'41.7"N 86°16'53.0"E

Name and Address of the Project Proponent:

As the Municipality is in process of getting approval from competent authorities in respect of construction of “MSW facility” now therefore signing authority will be Sri Rajeev Kumar Mishra (Executive Officer). Office Address: At/Po- J.P. Chowk (Tower Chowk), Giridih, Pin- 815301 Brief description of Nature of the project

To overcome the deficient solid waste management (SWM) system in the area, Giridih Nagar Parishad intends to facilitate Municipal Solid Waste Management facility by creating an efficient waste segregation, collection, transportation, and processing and disposal mechanism in conformity with the Solid Waste Management Rules, 2016.

Municipal Solid Waste (MSW) is commercial and residential waste commonly generated from a community. Materials are considered “waste” when they exhaust their useful life and cause nuisance to aesthetic and environment. Improper disposal of trash material may cause and spread disease by harboring pathogenic microbes and disease vectors such as flies, mosquitoes, rodents, and animals and even by attracting destitute and rag pickers. They can also contaminate land and/ or water and may emit foul odor. Recurrence of diseases like gastroenteritis, cholera, jaundice, plague, etc. is a consequence of unsanitary conditions due to unhygienic disposal of wastes. The main sources of solid waste generation are residential areas, commercial markets, slums, institutional organization like hostels and restaurants, small and big scale industries, etc., but the source wise quantity and quality data were not available with the authorities.

The city administration has divided Giridih town in 30 wards. There is no system for primary collection and source segregation of municipal solid waste for organic, inorganic and recyclable wastes at house hold level. Door to door collection system is not at all practiced.

As per the Municipal council Acts governing Urban Local Bodies (ULBs) in India, solid waste management, which is a part of conservancy, is an obligatory function for a local body. All wastes are solely the property of local urban bodies and it is their responsibility to clear, transport and



disposes them off in an environmentally sound manner. It is one of the most important services provided to the citizens by the local body. Generally, almost one third of the total municipal staff is employed for solid waste management. It is only recently that non-governmental organizations (NGOs) have started involving themselves into this field and various innovative practices adopted by them have succeeded either within their own framework or with little help from the local bodies.

The proposed project relates to the Municipal Solid Waste Management Facility. The total project area is 7.10 acres.

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

There is no practice followed for segregation of MSW at source in to biodegradable (wet) and non-biodegradable (dry) waste in the town. The waste is collected by the waste collectors in the mixed form only. However, the waste collectors separate valuables from the waste during the collection of waste. Moreover, rag-pickers unofficially do the segregation & pick recyclables like polythene; plastics etc. at the secondary collection points and existing dumping site and sell to scrap dealers. The number of rag-pickers involved in the unofficial picking of waste is not sufficient.

As of now, there is no scientific disposal method being followed, the garbage is left open for the natural decomposition. Since existing open trenches are not engineered landfills, therefore they are prone to ground water and soil pollution, vector nuisance, odor problem, besides becoming breeding grounds for mosquitoes, flies, etc. The leachate generated may cause unsanitary condition in the surroundings. To avoid all above, this project has the prime requirement in the area.

The importance of effective Municipal Solid Waste Management (MSWM) services is to protect public health, the environment and natural resources (Water, Land, and Air). To promote the ecological management of solid waste in compliance with the principle of the 4 Rs: Reduce, Reuse, Recycle, Recover and safe disposal. An effective MSWM service can be achieved only by improving the efficiency of MSWM activities, thereby leading to the reduction of waste generation, separation of MSW and recycling and recovery of materials, and generation of compost and energy.

2.3 Demands-supply gap

This point is not applicable to this project as it is not a manufacturing or production unit. However, there are no existing landfill facilities in Giridih. No scientific disposal method is being followed. Giridih city does not require a huge network of secondary transportation system. Few areas are where primary collection vehicle like auto tipper and E-Rickshaw can directly transfer the waste to landfill site. However, area whose lead distance to landfill is more than 10 Kms, primary collection vehicle shall transfer the waste into secondary transportation vehicles like refuse compactor and it will ultimately transfer the waste to landfill site. Therefore, No proper landfill site has been developed by the Giridih Nagar Parishad. Presently solid waste is dumped near HUTTY bazaar. Due to inappropriate disposal system, even the collection and transportation efficiency is adversely affected.



2.4 Imports vs. Indigenous Production

This point is not applicable. But during the construction phase, construction materials would be transported from nearby states if required

2.5 Export Possibility

This point is not applicable.

2.6 Domestic/ Export Markets

Manure production from the processing of biodegradable waste and segregation of recyclables is the major market for revenue generation and improve livelihoods. Recyclables such as metals, plastics, polythene, glasses etc. is purchased by Giridih or further sold by rag pickers to local or private agencies/markets. Generation of high quality manure is further sold to farmers. At present, less than 60% of the municipal solid waste generated is collected and transported. Inefficiency in the collection and transportation of waste creates aesthetic problem like odor, proliferation and breeding of flies and mosquitoes and other vectors leading to transfer of infection, thereby resulting in increased disease & morbidity among residents. No proper landfill site has been developed by the Giridih Nagar Parishad. Presently solid waste is dumped near HUTTY bazaar. Due to inappropriate disposal system, even the collection and transportation efficiency is adversely affected.

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

Solid Waste Management (SWM) is one of the obligatory functions of the urban local bodies in the country. The local bodies are, therefore, required to provide adequate services for all the three components i.e. collection, transportation and safe disposal of waste in environment friendly manner. SWM service is highly labour intensive and on account of increased wage structure of the Government and municipal employees, this service is becoming more and more expensive. Besides, the efficiency of the labour force employed in the urban local bodies is far from satisfactory. High wage structure and inefficiency of the work force results into steep rise in the cost of service and yet the people at large are not satisfied with the level of service being provided by the urban local bodies. It is, therefore, necessary that the local bodies may seriously consider private sector participation in solid waste management. Presently entire waste is being dumped indiscriminately at the site. For construction of processing facility there would be requirement of local semiskilled people and also during operation period there would be requirement of skilled and semi-skilled people. This will lead to generation of employment at local level. Also there would be requirement of unskilled people for door to door collection of waste. All these activities would generate employment. Thus the project shall have positive impact on the society and will enhance the socio-economic condition of all people who would be associated with this project directly or indirectly.



3. PROJECT DESCRIPTION

3.1 Type of Project Including Interlinked and Interdependent Projects, If Any.

This project is an integared municipal solid waste management project and this existing site is proposed for the setting up of processing facilities and regional sanitary landfill.

All the inert/rejects generated from processing facilities from Giridih will be transported to Sanitary Landfill which will be developed at Khata No.04, Plot No. 113, village-Mohanpur, Distt. Giridih, Jharkhand.

3.2 Location

The proposed Integrated Municipal Solid Waste Management Facility, at Plot No. 113,Khata No. 04 village- Mohanpur, Distt. Giridih, Jharkhand.

Coordinates of the project site:

Corners Pillar Coordinates Corner 1 24°14'46.9"N 86°16'53.2"E Corner 2 24°14'43.2"N 86°16'51.1"E Corner 3 24°14'43.9"N 86°16'53.5"E Corner 4 24°14'43.2"N 86°16'55.8"E Corner 5 24°14'41.7"N 86°16'53.0"E

Map showing general location of the project site is given in Figure-1 and specific location on topographical map of 10 km and 15 km radius is provided in Figure-2 and Figure-3 below.

Google map of 500 m radius showing project boundary is provided in Figure-4 and pillar coordinates map is provided in Figure-5 below.

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

The selection of a site for developing landfill is one of the most important decisions to be made by the municipality/municipal corporations in developing and implementing its waste management plan. Ultimate impacts of waste disposal on human life including ecosystem and its causative factors necessitate identification and development of site selection criteria. Hence site specific measures covering protection of quality of adjoining environment, minimizing impact on nearby habitation, transport costs etc. needs trade of analysis in the site selection. One alternate site was examined as abandoned query of C.C.L, near Koldiha but the site was rejected because of the following factor:

Available land was less in comparison to required land

Habitations comes under within 200 m from the site

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3.4 Size or magnitude of operation

Total Area-7.10 Acres Capacity of Processing Facility: Compost Plant – 50MT/day Biomethanation plant capacity-3.4 TPD Sanitary Landfill capacity (for 13.5 years) - 52,719 cum Note:-Available capacity of two cells is 52,719 cum whereas the required capacity for 15 years is 58427 cum. Therefore the available volume of landfill is sufficient for 13.5 years only and if we consider project period of 20 years, an another land has to be identified to accomodate rejects of last 6.5 years. The present scenario of Solid Waste Management in the city of Giridih is not up to the mark and need substantial improvement. Solid Waste Management is a responsibility of the Giridih Municipal Council and in spite of the substantial expenditure incurred on it, proper sanitary condition is not achieved. The Giridih town generates about 28.53 MT per day of solid waste. The main sources of solid waste generation are residential areas, commercial markets, slums, institutional organization like hospital, hostels and restaurants, small and big scale industries, construction and demolition waste (debris) etc., but but the source wise quantity and quality data were not available with the authorities. This Integrated Municipal Solid Waste Management Project is designed for 20 years from the base year 2015 till year 2035. Total waste generated in year 2035 is 40.4 Mt/day.

Total waste generation from zone 1 is 8.97 MT out of that 6.37 MT of waste is generated from Household whereas waste generation from zone 2 is 8.27 MT out of that 5.88 MT of waste is generated from Household whereas waste generation from zone 3 is 11.84 MT out of that 8.42 MT of waste is generated from Household.

Total Bio-degradable waste out of House hold waste of Zone 1 2 & 3 is 4.46, 4.12 MT & 5.90MT respectively. Whereas, Total Recyclable and inert waste out of House hold waste of Zone 1,2 & 3 is 1.91, 1.77 MT & 1.55MT respectively. Whereas non- household waste street sweepings from zone 1 & 2 are 2.58, 0.99 and 2.38, 0.82 MT respectively.

Biodegradable waste will proceed through biomethanation and mechanical composting. Recyclable waste shall be segregated and stored separately and would be sold through designated authorized vendors.

3.5 Project description with process details

The activities planned in the proposed project include collection, transportation, treatment & disposal of municipal solid waste in compliance to the SWM Rules 2016. The basic concept for the solid waste management of the project area is presented in the form of the flow chart in Figure-7. The Project Layout is attached as Annexure-I.



This concept has been developed keeping into considerations the following design criteria:

Compliance to the SWM Rules 2016 for waste collection, transportation, treatment & disposal;

Providing Door to door collection of waste from source in segregated manner Introduction of an efficient secondary waste collection & transportation system using refuse

collectors etc.

The municipal waste received at the site is processed at waste management facility by segregating the waste into recyclable and composting material. After separation of recyclables the compostable material will be diverted to compost plant. The total site area is 7.10 Acre.

Waste Processing (Composting and Bio-Methanation)

Waste processing at Giridih comprises of two different technologies. The first process adopted is anaerobic digestion of organic material coming from restaurant, vegetable and fruit market and meat and fish market. Approximately 3.4 MT organic waste per day shall be treated through Bio-methanation process at proposed slaughter house site and the produced bio-gas shall be utilized for generating power to light up the street lights and bus stand.

The second process adopted for remaining municipal solid waste is pre-sorting of recyclable and aerobic windrow composting of organic waste of capacity 50 MT/Day. The integrated municipal solid waste processing plant and landfill site is proposed to set near Mohanpur village in Motiledha block.

Sanitary landfill:-

Preparation of detailed engineering design of sanitary landfill, drawings and development of operation and performance specifications. Various components that would be included in the engineering design are,

Development of necessary size and capacity of the facility based on the

projected quantity and characteristics of the waste

A recommended layout of the facilities

A comprehensive monitoring system will be designed for performance evaluation of different units of sanitary landfill

The design lives of the landfill site are for the Giridih City has been considered as 20 years but the sanitary Landfill capacity (for 13.5 years) is 52,719 cum.

Note:-Available capacity of two cells is 52,719 cum whereas the required capacity for 15 years is 58427 cum. Therefore the available volume of landfill is sufficient for 13.5 years only and if we consider project period of 20 years, an another land has to be identified to accomodate rejects of last 6.5 years.



Leachate Treatment: Solar Evaporation Ponds

The waste disposed in the landfill consists of very less quantity of organic component, so the leachate produced does not consist high BOD and suspended solids. It is also observed that the rainfall intensity in Giridih region is medium and anticipated that the leachate generation would be less to medium. It is estimated that the maximum leachate generation during /day is around 155.19 m3. Since the leachate quantity is moderate and Giridih region is having 55 rainy days (maximum) solar evaporation ponds would be more suitable.



Figure 7:- Flow sheet for collection and transportation of Solid Waste

Bio-Medical waste

Covered 3-wheeler for collection and

Transportation

Private operators to Common treatment facility

Residential area (Segregated storage at Source)

Segregated collection by Auto Teeper

Compost

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Construction debris

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Organic waste from fruit, vegetable, meat and fish markets

Refuse Compactor

(approx60% Area). Direct Transportation by Primary vehicle (40% area)

Transportation by Auto Tipper

Segregated storage in litter bins

Bio-Gas

Plant

Refuse Compactor

(approx60% Area). Direct Transportation by Primary vehicle (40% area)

Market/ Institutional area (Segregated storage at Source)



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

As this is Integrated Municipal Solid Waste Management Project, the raw materials such as stones, aggregates, cement, sand, bricks, PVC sheets, PVC pipes, steel, aluminum etc. will be used as construction material. During construction stage, the following raw material handling methods will be adopted:

Cement will be separately stored under cover in bales.

Sand & aggregates will be stacked under tarpaulin cover

Temporary material storage yard will be constructed for storage of construction materials.

Construction materials will be transported by trucks or trolleys etc. Precautions will take to reduce the impact of the vehicular movement by avoiding the vehicular trips during peak hours. Vehicles carrying the raw material will be covered during construction and operational phase as per the SWM Rules.

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

As this is Integrated Municipal Solid Waste Management Project, the waste will be segregated into biodegradable and non-biodegradable waste. Bio-degradable waste will be processed and converted into compost and recyclable material will be processed by recyclers.

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

3.8.1 Water requirement

The total water will be required 20 KLD that will be met through the groundwater / bore wells within the boundary limits of the proposed project.

3.8.2 Power

Power consumption during the operational phase will be 400 KVA and will be supplied by Jharkhand State Electricity Board (J.S.E.B).

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

3.9.1 Solid waste generation & its disposal

As this is the Integrated Municipal Solid Waste Management Project. The Regional Sanitary Landfill facility is designed for 20 years from the base year 2015 till year 2035. A detailed inventory survey indicated that Total waste generated is 28.53 Mt/day is given below in Table-3 below. The main



sources of solid waste generation are residential areas, commercial markets, slums, institutional organization like hospital, hostels and restaurants, small and big scale industries, construction and demolition waste (debris) etc.

Table 3: Waste Projection Projected waste generation for the next thirty years-

year Population Waste generation Sweeping silt

2011 114533 26.4 2.7 2015 123795 28.5 2.9 2021 137687 31.7 3.2 2025 147994 34.1 3.4 2031 163453 37.7 3.8 2035 175261 40.4 4.1 2041 192973 44.5 4.5

Ward Wise Projected waste generation-

Population Waste Generation Ward 2011 2021 2031 2041 2011 2021 2031 2041

1 4451 5351 6352 7499 1.026 1.233 1.464 1.728 2 2921 3512 4169 4922 0.673 0.809 0.961 1.134 3 4045 4863 5773 6816 0.932 1.121 1.330 1.571 4 1445 1737 2062 2434 0.333 0.400 0.475 0.561 5 6460 7766 9219 10884 1.489 1.790 2.125 2.508 6 5246 6307 7487 8839 1.209 1.453 1.725 2.037 7 7886 9480 11254 13286 1.817 2.185 2.594 3.062 8 2846 3421 4061 4794 0.656 0.788 0.936 1.105 9 2646 3181 3776 4458 0.610 0.733 0.870 1.027 10 3627 4360 5176 6111 0.836 1.005 1.193 1.408 11 3215 3865 4588 5417 0.741 0.891 1.057 1.248 12 4041 4858 5767 6809 0.931 1.120 1.329 1.569 13 5268 6333 7518 8876 1.214 1.459 1.733 2.045 14 2053 2468 2930 3459 0.473 0.569 0.675 0.797 15 2852 3429 4071 4806 0.657 0.790 0.938 1.108 16 2841 3415 4054 4786 0.655 0.787 0.934 1.103 17 4811 5784 6866 8106 1.109 1.333 1.582 1.868 18 2829 3401 4037 4766 0.652 0.784 0.930 1.098 19 6578 7908 9388 11083 1.516 1.822 2.163 2.554 20 3358 4037 4792 5657 0.774 0.930 1.104 1.304



21 5715 6870 8156 9629 1.317 1.583 1.880 2.219 22 6155 7399 8784 10370 1.418 1.705 2.024 2.390 23 4009 4819 5721 6754 0.924 1.111 1.318 1.556 24 2241 2694 3198 3776 0.516 0.621 0.737 0.870 25 835 1004 1192 1407 0.192 0.231 0.275 0.324 26 1730 2080 2469 2915 0.399 0.479 0.569 0.672 27 2027 2437 2893 3415 0.467 0.562 0.667 0.787 28 1908 2294 2723 3215 0.440 0.529 0.628 0.741 29 6201 7455 8850 10448 1.429 1.718 2.039 2.408 30 4293 5161 6127 7234 0.989 1.189 1.412 1.667

Total 114533 137689 163453 192971 26.4 31.7 37.7 44.5 Present waste generation rate in the city is 28.53 MT per day.

The city has no dustbin.

Recently litter bins are fixed on Road side

Storage at slums : waste storage facility is not provided in slum area

Segregation of Recyclable wastes: Waste segregation system is not in practice. Primary Collection of Domestic, Trade and Institutional Wastes: At present system of door-to-

door waste collection is not in practice, inadequacy of community bin facilities.

Hospital and Nursing Home Waste: The town has Hospitals, Nursing Homes and path lab but

system of waste disposal is either road side disposal or burning.

3.9.2 Liquid Effluent

Domestic wastewater generated at the site shall be treated in septic tank followed by soak pits. Sludge from soak pit shall be mixed with compost. Leachate generated at site will be collected in leachate collection sump and dumped to leachate evaporation pond. The waste disposed in the landfill consists of very less quantity of organic component, so the leachate produced does not consist high BOD and suspended solids. It is also observed that the rainfall intensity in Giridih region is medium and anticipated that the leachate generation would be less to medium. It is estimated that the maximum leachate generation during /day is around 155.19 m3. Since the leachate quantity is moderate and Giridih region is having 55 rainy days (maximum) solar evaporation ponds would be more suitable.



Quantity of Leachate 153.99cum / day Providing depth of leachate, and FB 0.2 m 0.8M Provide a tank of Size with side slope 1:1.5 20 m x 12 m Available volume 157.20 Cum

3.10 Schematic representation of the feasibility drawings which gives information of EIA purposes.

The proposed project falls under Item 7 (i) (Common Municipal Solid Waste Management facilities) as per Environmental Impact Assessment Notification dated September 14, 2006 and its amendments. The project will fall under Category B and will require Environmental Clearance from SEAC.

4 SITE ANALYSIS

4.1 Connectivity

1 Nearest Railway Station Giridih Railway Station is approx. 7.58 km in SSE.

2 Nearest SH/NH NH-114 A is approx. 3.4 km towards SE. 3 Nearest Air port Dhanbadh Airport is approx. 48.00 km in SSE

4.2 Landform, Land use and Land Ownership

The project site has almost flat topography. The land belongs to Giridih Nagar Parishad.

Copy of Land documents are attached as Annexure-II.

4.3 Topography

A detailed topography survey of the propose MSW disposal site indicate that area is almost flat topography.

4.4 Existing land use pattern and shortest distances from the periphery of the project to periphery of the forests, National Parks, Wildlife Sanctuary, Eco sensitive area, Water bodies, CRZ. In case of notified industrial area, a copy the Gazette Notification should be given.

Currently, the site is vacant and the land is already approved for the development of landfill under Giridih Nagar Parishad.

Therefore, no land use is expected to be changed. Copy of land documents are attached as Annexure-II.

The distance of the Forest, National Parks, Wildlife Sanctuary, Eco sensitive area, water bodies and CRZ are provided in Table-5 below:



Table 4: Eco sensitive area

S.No. Description Name Distance from the periphery of project site

1. Reserved Forest Not Applicable No Reserved Forest is Coming within the 10

Km radius area.

2. National Park/Wildlife Sanctuary/Eco sensitive

Area Not Applicable

No National Park/Wildlife Sanctuary/Eco sensitive Area are Coming within the 10 Km

radius area.

3. Protected Forest protected forest

mainly having Sal trees

Protected Forest adjacent to project site

4. Water Bodies

Pond

Usri River

Khandoli Lake

Approx. 170 meter, ENE

Approx.600 meter, West

Approx. 6 km, East No CRZ as coastal zone is coming within 10 km of the project site.

4.5 Existing infrastructure

The site has a boundary and main gate and also has internal infrastructure like internal road which needs to be renovated.

4.6 Soil classification

Soils in Giridih district has formed as a result of insitu- weathering of crystalline basement and Gondwana sedimentaries. Climate, topography and vegetation have all contributed to the formation of soil. Soils are sandy loam to clay loam, non-calcareous and slightly to moderately acidic. The soil of the region is shallow and medium in depth generally shallow on the ridges and plateaus and deep in the valleys with low fertility status (Source:- Ground Water Information Booklet, Giridih District, Jharkhand State, CGWB)

4.7 Climatic data from secondary sources The district belongs to one of the 13 districts of Jharkhand, which falls in the Agro climatic sub-zone-IV. The district receives less than 1300 mm of annual rainfall. The district experiences a subtropical climate with three well marked seasons namely winter, summer and rainy season. The winter season begins in November and continues up to February, though the first half of March remains somewhat cool. December is the coolest month of the year and the last week of the month is the coolest period. In the second half of March the temperature rises considerably and temperature goes up to 45o Celsius in the month of May, which is the hottest month of the area. The monsoon season starts from the middle of June and continues till end of September or middle



of October. With the cessation of rains the temperature starts falling and the climate become rather pleasant. Source:- Ground Water Information Booklet, Giridih District, Jharkhand State, CGWB)

4.8 Social infrastructure available

Table 5: Details of Social Infrastructure

S. No. Items Distance and Direction (Approx.) 1. Nearest School Giridih College Approx. 4.00 km towards South- East 2. Nearest Hospital Sadar Hospital Giridih Approx. 6.45 Km towards SSE 3. Nearest Railway Station Giridih Railway Station is approx. 7.58 km in SSE. 4. Nearest Highway NH-114 A is approx. 3.4 km towards SE. 5. Nearest Airports Dhanbadh Airport is approx. 48.00 km in SSE.

5 PLANNING BRIEF

5.1 Planning concept

Type of Facility: Integrated Municipal Solid Waste Management Facility

Facility Planned: Compost Plan, Development of sanitary Landfill, Processing, Bio Gas Plant and Common Facility for Giridih Nagar Parishad.

Estimated Development Cost of the Project: Approx. Rs. 14.95 Crores

Total Area-7.10 Acres Capacity of Processing Facility: Compost Plant – 50MT/day Biomethanation plant capacity-3.4 TPD

Sanitary Landfill capacity (for 13.5 years) - 52,719 cum

Note:-Available capacity of two cells is 52,719 cum whereas the required capacity for 15 years is 58427 cum. Therefore the available volume of landfill is sufficient for 13.5 years only and if we consider project period of 20 years, an another land has to be identified to accomodate rejects of last 6.5 years.

Planned Life of landfill: 20 Years (2015-2035)



Facilities: Waste Collection & Transportation facility, Intermediate waste storage facility, Pre-Processing facility, Processing Facility (Composting) and Bio methanation.

5.2 Population Projection

As per census 2011, total population of Giridih Town is 1,14,537 and the rate of population growth from 1961 to 2001 is reported as 26.75%.Present Population of city is 1,14,533. Ward wise population as per 2011 census and the projected population from 2021, 2031.2041 are shown in table The population of the city and the growth rate is presented in the Table-7 below:

Table 6: Ward wise population in Giridih Town

Ward

Population 2011 2021 2031 2041

1 4451 5351 6352 7499 2 2921 3512 4169 4922 3 4045 4863 5773 6816 4 1445 1737 2062 2434 5 6460 7766 9219 10884 6 5246 6307 7487 8839 7 7886 9480 11254 13286 8 2846 3421 4061 4794 9 2646 3181 3776 4458 10 3627 4360 5176 6111 11 3215 3865 4588 5417 12 4041 4858 5767 6809 13 5268 6333 7518 8876 14 2053 2468 2930 3459 15 2852 3429 4071 4806 16 2841 3415 4054 4786 17 4811 5784 6866 8106 18 2829 3401 4037 4766 19 6578 7908 9388 11083 20 3358 4037 4792 5657 21 5715 6870 8156 9629 22 6155 7399 8784 10370 23 4009 4819 5721 6754 24 2241 2694 3198 3776



25 835 1004 1192 1407 26 1730 2080 2469 2915 27 2027 2437 2893 3415 28 1908 2294 2723 3215 29 6201 7455 8850 10448 30 4293 5161 6127 7234

Total 114533 137689 163453 192971

Population growth trend in Giridih Nagar Parishad

Year Population ( As per G.P. formula)

Population (A.P.

Formula)

Population ( I.I. Formula)

Average of 1,2,3

1971 40308 40308 40308 40308 1981 65444 65444 65444 65444 1991 78097 78097 78097 78097 2001 98989 98989 98989 98989 2011 114,533 114,533 114,533 114533 2021 150081 133,089 129,892 137687 2031 196661 151,646 142,054 163453 2041 257699 170,202 151,018 192973

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Coarse Segregation shed 35.0 X 7.0 m Fine Refinement Shed 27.0 X 7.0 m Curing shed 18.0 X 7.0 m Land fill (2 pits) 9,975 sqm Monsoon Shed 85.0 X 10.0 m OHT 20.0 KL Leachate Holding Tank for 7.0 X 7.0 m Bag storage 18.0 X 10.0 m

5.4 Assessment of Infrastructure Demand (Physical & Social)

Boundary wall, internal roads, Guard room, Weigh Bridge Room, HT-LT & MEP room, Generator Room, Office building, Workers Retiring Room, Toilet Block, Septic Tank and parking facilities will be provided at the site.

5.5 Amenities/Facilities

The following facilities/amenities will be extended by the proposed project:

Arrangements for safe and healthy working conditions & temporary rest shelters.

Provision of drinking water.

Provision of PPE.

First-Aid facilities and health check-up camps for the workers.

Conducting medical camps for workers and nearby villagers at regular interval.

Provision of firefighting system.

6 PROPOSED INFRASTRUCTURE

6.1 Industrial Area (Processing Area)

This point is not applicable to this project as it is an Integrated Municipal Solid Waste Management facility project. However, the facility is proposed to process the biodegradable waste through composting and biomethanation.

6.2 Residential Area (Non Processing Area)

As the local people will be given employment, there will be no facility for long term housing for operational workers.



6.3 Green Belt

A green belt of densely planted, tall growing tress is to be developed around the periphery of the project boundary and inside the buffer area.

6.4 Social infrastructure Employment opportunity

Medical camps

Social awareness camps,

Safe & Hygienic conditions

6.5 Connectivity

1 Nearest Railway Station Giridih Railway Station is approx. 7.58 km in SSE.

2 Nearest SH/NH Approx. 3.2 km towards W.

3 Nearest Air port Dhanbadh Airport is approx. 48.00 km in South South-East.

6.6 Drinking water management

The total water will be required 20 KLD that will be met through the groundwater / bore wells within the boundary limits of the proposed project.

6.7 Sewerage system

The domestic wastewater generated at the site shall be treated in septic tank followed by soak pits. Sludge from soak pit shall be mixed with compost. Leachate generated at site will be collected in leachate tanks.

6.8 Industrial waste management

This point is not applicable

6.9 Solid waste management

It is itself is Integrated Municipal Solid Waste Management facility project.

6.10 Power requirement & supply/source

Power consumption during the operational phase will be 400 KVA and will be supplied by Jharkhand Electricity Board.



7 REHABILITATION AND RESETTLEMENT (R&R) PLAN

The land is already approved for the development of processing facility under Giridih Nagar Parishad. The project will not result in displacement of any local population and hence, does not require a resettlement and rehabilitation study.

8 PROJECT SCHEDULE & COST ESTIMATES

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

The project will commence once Environmental Clearance and other necessary clearances are obtained from the respective departments.

It is proposed to develop Municipal Solid Waste Management System Facility at Mauza/Village Mohanpur, Tehsil/Panchayat- Motiledha, Block- Bengabad, and Distt. Giridih, State- Jharkhand. Biodegradable waste will be processed though composting and biomethanation.

Construction of landfill shall be taken up into two phases. Each phase will serve for approximately 10 years from the base year 2015 till year 2035, i.e. for year 2015-2025, 2025-2035.

For designing the processing facility, 2015 is considered as a base year so facility will be operational by the end of 2014 year.

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

Total cost of the project is Rs. 14.95 Crores which includes the C&T, processing facilities, common facilities, sanitary landfill sharing.

Table 8: Capital cost of the project

Civil Works S. No. Particulars Total Rs. In Lacs

1 Primary collection storage and transportation 455.72 2 Site development works 233.65 3 Compost plant 382.69 4 Material Handling Automobiles 85.48 5 Development of Sanitary Landfill 152.09 6 Estimate of HT Line 27.58 7 Bio-Gas Plant 104.73 8 Carriage of construction materials 30.88 9 Total 1,441.94



10 Contingensis @ 1% 14.73 11 Total Rs. (in lacs) 1,487.55 12 Labour Cess @ 1% 7.83 13 Total Project Cost (in Lacs) 1,495.38

9.0 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)

9.1 Social Benefits

Better living conditions No open dumping will be carried out after development of processing facility. This will reduce the chances of air, water & soil contamination and also will reduce emission odour. This will improve the living standard of society & will provide safe & hygienic surroundings. Improved health conditions Efficient waste collection & disposal of waste will made the living & health condition in the area better. Littering waste creates nuisance due to unpleasant view and emission of mal odour. It also provides ground for breeding of mosquitoes & disease causing pathogens. Integrated Solid waste management project will ensure timely collection of waste, efficient treatment & disposal in scientific & environment friendly manner. This will reduce the chances of spread of diseases. Project will improve the health condition of the area Enhancement of Aesthetic Value of Area Cattles & other stray animals roam around the existing open dump site. This creates disturbance to society. Scavenging birds hover above the open dump site which may pose significant threat to aircrafts. Open dumping of waste also creates an unpleasant view and leads to emission of mal odour. A scientific technology of waste management is developed. This will reduce bird menace. An entry gate & wired fence will be provided around the project site to prevent entry of stray animals & cattle. A thick green belt will also be developed around project site. The project will lead to improvement in aesthetic value of the area. Direct & indirect employment opportunities Development of project will provide employment opportunity to local skilled, unskilled & semi-skilled people during both construction & operation phase. Indirect employment may also generate during construction phase of project. Tea stalls, and food joints may come up around project site for workers.



9.2 Economic Benefits

Revenue from waste Waste is material that is being rejected as it has no use for the people. Project comprises of collection of waste, waste processing & safe disposal. From waste following products will be recovered, which can generate revenue: 1) Recyclables 2) Compost 3) Inert waste as filler material. Improved economic status Project will generate both direct & indirect employment. Local people will be preferred for giving employment. This will improve economic status of the area. Emigration of local people to other parts of state/country due to unavailability of employment will be reduced. Conservation of natural resource Compost produced is rich in nutrient & serve as organic manure. Application of this manure saves fertilizers. This is cost effective for farmers as it is cheaper than fertilizers& also prevents soil salinity & Eutrophication. 9.3 Environmental Benefits

Prevention of air, water & soil contamination No open dumping of waste will be carried out, which leads to soil, water & air pollution. Also littering waste is ground for breeding mosquitoes, which become agents of various deadly diseases. This project involves scientific management of waste which will prevent environmental pollution & spread of disease. Development of green belt Green belt developed along with lawns & green buffer at site. This will help in attenuating dust & noise level at site.

proposed integrated solid waste management … integrated solid waste management scheme at khata...

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