PFR SSWM- BRM final 11environmentclearance.nic.in/.../TOR/...BRMfinal11.pdf · The project...

PRE-FEASIBILITY REPORT

Capacity enhancement of secured Landfill Facility at existing Common Hazardous

Waste Treatment, Storage and Disposal Facilities (TSDF) site at Village Majra, Post

Office Dabhota, Tehsil Nalagarh, Distt. Solan, Himachal Pradesh-174101.

Proposed capacity enhancement of Secured Landfill Facility (SLF) from10 to 20 lacs MT atCommon Hazardous Waste Treatment, Storage and Disposal Facilities (TSDF) of M/s.

Shivalik Solid Waste Management Ltd.

Shivalik Solid Waste Management Ltd., Nalagarh, District-Solan, H.P. 2

Table of Contents

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

2 INTRODUCTION OF THE PROJECT/ BACKGROUND INFORMATION................................. 6

2.1 Identification of project and project proponent....................................................................... 6

2.2 Brief description of nature of the project ................................................................................. 8

The present proposal is Capacity Enhancement of Secured Landfill Facility (SLF) by 10 Lacs

MT at existing Common Hazardous Waste Treatment, Storage and Disposal Facilities

(TSDF). .................................................................................................................................................... 8

2.3 Need for the project and its importance to the country and/ or region .................................... 8

2.3 Demand –supply gap................................................................................................................. 9

2.4 Employment generation (direct and indirect) due to the project ......................................... 9

3 ROJECT DESCRIPTION .................................................................................................................. 9

3.1 Type of Project............................................................................................................................ 9

3.2 Details of Alternate Sites.........................................................................................................13

3.3 Size and Magnitude of operation ...........................................................................................13

3.4 Project Description with Process Details ..............................................................................16

3.4.1 Operational Methodology of TSDF ................................................................................16

3.4.2 LINER SYSTEM ...............................................................................................................20

3.5 Collection and Transportation of Waste................................................................................26

3.6 Resource optimization/Recycling and reuse ........................................................................26

3.7 Availability of water its source, Energy/Power requirement and source..........................26

3.8 Quantity of wastes to be generated (liquid and solid) and scheme for their

Management / disposal .......................................................................................................................27

4 SITE ANALYSIS ...............................................................................................................................27

4.1 Connectivity...............................................................................................................................27

4.2 Land Form, Land use...............................................................................................................27

4.3 Topography ...............................................................................................................................27

4.4 Existing Infrastructure ..............................................................................................................28

4.5 Soil Classification .....................................................................................................................28

4.7 Social Infrastructure available .....................................................................................................28

5 PLANNING BRIEF ...........................................................................................................................28

5.1 Planning .....................................................................................................................................28

5.2 Population Projection...............................................................................................................29

Proposed capacity enhancement of Secured Landfill Facility (SLF) from10 to 20 lacs MT atCommon Hazardous Waste Treatment, Storage and Disposal Facilities (TSDF) of M/s.



5.3 Assessment of infrastructure demand (physical and the social).......................................29

5.4 Amenities/Facilities ..................................................................................................................29

6 EXISTING AND PROPOSED INFRASTRUCTURE ...................................................................29

6.1 Industrial area (processing area) ...........................................................................................29

6.2 Residential Area (non- Processing area)..............................................................................30

6.3 Green Belt .................................................................................................................................30

6.4 Social Infrastructure .................................................................................................................30

6.5 Drinking water management (source and supply of water) ...............................................30

6.6 Sewerage system.....................................................................................................................30

6.7 Industrial waste Management ................................................................................................30

6.8 Solid Waste Management .......................................................................................................30

6.9 Power Requirement & Supply/source ...................................................................................31

7 REHABILITATION AND RESETTLEMENT (R & R) PLAN .......................................................31

8 PROJECT SCHEDULE & COST ESTIMATES ...........................................................................31

9 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)..................................................31

TABLE 1-1: SALIENT FEATURE OF THE PROJECT ......................................................................... 4

TABLE 2-1: REGIONAL GEOLOGICAL SEQUENCE ....................................................................... 8

Table 3-1: Facilities at the TSDF ...........................................................................................................18

Table 3-2: Equipment’s to be used for TSDF operation.....................................................................19

Figure 3.1:Location of The Project .............................................................................................................. 11

Figure 3.2: Project Location(Google Map)................................................................................................ 12

Figure 3.3: 10 Km Radius Environment Sensitivity Map…………………………………..……………..12

Figure 3.4: Layout Plan of Tsdf Site ……………………………..……………………………………..….………14

Figure 3.5 Layout Plan of Land Fill Cell ………………………………………………………...……...…….....15

Proposed capacity enhancement of Secured Landfill Facility (SLF) from10 to 20 lacs MTat Common Hazardous Waste Treatment, Storage and Disposal Facilities (TSDF) of M/s.



PRE-FEASIBILITY REPORT

1 EXECUTIVE SUMMARY

M/s. Shivalik Solid Waste Management Ltd, a company incorporated under

companies act, 1956, is promoted by various industries of Himachal Pradesh. The

main promoter is UPL group of companies. UPL group is involved in manufacturing

Agrochemicals, Industrial & Specialty Chemicals.

The purpose of Project is to undertake a comprehensive, targeted evaluation of the

requirement to treat and dispose the waste generated by industries, taking into

account the health, safety and environmental compliance aspects of waste

treatment in the context of the prevailing social and economic circumstances. The

waste generated includes substances, which are hazardous to the ecosystem in

order to comply with the stringent environmental regulation and as well as provide

saferenvironmentally sound method of managing industrial hazardous wastes,

Shivalik Solid Waste Management Ltdis working in very eco-friendly manner.

TSDF site of Shivalik Solid Waste management is located at Village Majra, Post

Office Dabhota, Tehsil Nalagarh, Distt. Solan, Himachal Pradesh-174101;is having

the capacity of 10 lac MTand plans toenhancethe capacity of existing Secured

Landfill to 20 lacs MT to meet the future requirement of Hazardous waste Disposal.

A team of highly qualified scientists, engineers and technicians are engaged in this

process.

Proposed Project is capacity enhancement of secured landfill facility (SLF) by

10lacs MT at existing Common Hazardous Waste Treatment, Storage and

Disposal Facilities (TSDF).

TABLE 1-1: SALIENT FEATURE OF THE PROJECT

S.No Parameters Description

1 Identification of

project

Project falls under Category “A” due to Interstate

boundary of Himachal Pradesh and Punjab falls within

4.8 km radius from the project site. Projects of activity 7

(d) as per EIA Notification dated 14thSeptember 2006

and its subsequent amendments dated 1stDecember

2009 and 4thApril 2011, under Common hazardous

waste treatment, storage and disposal facilities

(CHWTSDF).

2 Project Proponent M/s. Shivalik Solid Waste Management Ltd.





3 Brief description of

nature of the

project

As per the Hazardous Waste (Management, Handling

and Trans boundary Movement) Rules, 2016, as

amended, of Environment Protection Act, 1986, the

hazardous waste generated by industries has to be

collected, transported, treated and disposed in a

properly designed TSDF Facility. Under aforesaid Rules,

CPCB guidelines have laid down a procedure for

collection, storage, transportation and disposal of

hazardous wastes. The scientific disposal of landfillable

hazardous waste can be done at a secured landfill,

which requires proper design and operation according to

existing guidelines.

The present proposal isCapacity Enhancement of

Secured Landfill by 10 lac MT at existing Common

Hazardous Waste Treatment, Storage and Disposal

Facilities (TSDF) at Village Majra, Post Office Dabhota,

Tehsil Nalagarh, Distt. Solan, Himachal Pradesh-

174101.

4 Salient Features of the Project

4.1 Proposed plant

capacity

Existing Capacity of Secured Landfill of TSDF is

10 Lac MT

Proposed Enhancement capacity of Secured

Landfill Facility of TSDF: 20 Lac MT.

4.2 Total Plot Area 35 Acre (141,610 m2)

4.3 Location The project is located at 31°04'36.99"N 76°38'04.08"E

Village-Majra, P.O. Dabhota, Tehsil Nalagarh, Distt

Solan, Himachal Pradesh - 1741014.4 Water requirement Maximum water consumption will be total 20 KLD.

4.5 Source of water Supply water will be made available from existing bore

well located at Site.

4.6 Wastewater Leachate / Effluent from landfill will be treated in the

existing Multiple Effect Evaporator (MEE) plant.

4.7 Man Power Presently, 80 no of workers are working in the unit.

There is no need for more personnel for proposed

expansion.

4.8 Electricity/

Power requirement

The power requirement is373 KW. In case of power

failure, 1 D.G. Set of100 KVA capacity is available to

fulfill the requirement.

4.9 Alternative site Expansion will be done within existing premises;

Hencealternative site is not required.





4.10 Land form, Land

use and land

ownership

The project is proposed to be located in available

landwithin premises of TSDF located at Village Majra ,

Nalagarh ,HP

5.0 Conclusion The estimated cost of the Project is approximately Rs.

22 crores

M/s. Shivalik Solid Waste Management Ltd. shall be an

important endeavor to mitigate the degradation of

environment in the region.

2 INTRODUCTION OF THE PROJECT/ BACKGROUND INFORMATION

Shivalik Solid Waste Management Ltd. (SSWM) is promoted by Industries ofBaddi,

BarotiwalaNalagarh in Himachal Pradesh to execute the Secured Landfill Project

.The company has successfully developed the secured landfill as per the statutory

guidelines. The company has been getting continuous guidance and support from

various agencies like Ministry of Environment and Forests; Central Pollution Control

Board; Himachal Pradesh Pollution Control Board and Baddi, Barotiwala, Nalagarh

Industrial Association (BBNIA).

The facility is located in an industrial zone developed by Baddi, Barotiwala, Nalagarh

Industrial Association (BBNIA), which have all essential facilities.

BBNIndustrialAssociationisan apex body which take care interest of the industries;

represent anyissue&matterwiththe state Govt& other agencies.

SSWM, at Majra TSDF site has landfill operation only. As per present rate of receipt

of waste, the existing capacity ofSLF will not be able to fulfill the requirement in

future therefore is intending to enhance the capacity.

The present proposal is capacity Enhancement of Secured Landfill Facility (SLF)by

10 Lacs MT at existing Common Hazardous Waste Treatment, Storage and Disposal

Facility (TSDF).

As per the Hazardous Waste (Management, Handling and Trans-Boundary

Movement) Rules, 2008 and its subsequent amendments of Environment Protection

Act, 1986, hazardous waste generated by industries has to be collected, transported,

treated and disposed in a properly designed TSDF Facility.

2.1 Identification of project and project proponent

Identification of Project

The Proposed project is capacity enhancement of secured landfill facility at existing

TSDF site, falls under Category A, schedule 7(d) of the EIA notification, dated 14th

Sep, 2006 and subsequent amendments dated 1st December, 2009 & 4th April, 2011.




Project proponent& Project Site Detail

The project proponent is Mr. Ashok Sharma, Chief Executive officer, M/s. Shivalik

Solid Waste Management Ltd. The Site Majra is fall within 31° 8'40.06"N

76°38'52.39"Eas per the Survey of India Toposheet No. 53A/12/SE. The site extends

over 35 acres of wasteland close to village Majra and pertains to Khasra Nos. 1244,

1437, 1438 and 1510 of Revenue Village Majra.

A Major road that connects Pinjore to NH21 via Nalagarh and Nawangraon passes

close to village Majra. From this main road a single lane link road (2.5-3 km Approx)

connects village Majra via Dabhota. A direct two-lane road crosses the village along

the HWTSDF.

The Nasrali Nallah flows along the eastern margin. High mud hills exist on the

southern margin. The village Majra is on the southwestern side of the site beyond a

buffer zone of 300 to 500 meters. The entire land is bounded by Government land.

The site is an open scrub with a nominal forest cover. The elevation ranges from

300m in the south to – 333.2 m in the north.The site is located in the foothills of

Shivalik zone of Himalayas and has mountainous terrain. A closer look at the site

gives an impression of broken ground with a dendritic drainage pattern. It is a stable

flood plain terrace, which is immensely rugged and forms ravines, which are locally

known as Khols. The flood plain consists of deep older alluvium deposits forming

part of Kunihar region. The site has typical type canyon type configuration with the

general ground sloping towards the south. The lowest ground level varies from

297.5 m in the south to 209.000 in the north with a longitudinal bed slope of 1.5 to

2% along the gullies. The maximum height of hills is around 333.2m. The site

comprises of sedimentary deposits (mostly) alluvium of Quaternary age and is

expected to overlie the alternating maroon clays and buff sandy clays of Nalagarh

stage of Shiwalik range. The main geological sequence in this region is as under:




TABLE 2-1: REGIONAL GEOLOGICAL SEQUENCE

2.2 Brief description of nature of the project

As per the Hazardous Waste (Management, Handling and Trans-boundary

Movement) Rules, 2016 of Environment Protection Act, 1986, hazardous waste

generated by industries has to be collected, transported, treated and disposed in a

properly designed TSDF Facility. Under aforesaid Rules and its amendments, CPCB

guidelines have laid down a procedure for collection, storage, transportation and

disposal of hazardous wastes. The scientific disposal of hazardous waste can be

done at a secured landfill, which requires proper design and operation according to

existing guidelines.

The present proposal is Capacity Enhancement of Secured Landfill Facility (SLF) by

10 Lacs MT at existing Common Hazardous Waste Treatment, Storage and Disposal

Facilities (TSDF).

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

As per the Hazardous Waste (Management, Handling and Trans-boundary

Movement) Rules, 2008 and its subsequent amendments of Environment Protection

Act, 1986, hazardous waste generated by industries has to be collected, transported,

FORMATIONS AGE (geological cycle)-sedimentary cycle

Terraces Alluvium Quaternary (1.8my)-XIth sedimentarycycle

Shiwalik Group Pliocene to Middle Miocene (23my)-Xth&IXth

sedimentary cycleSabathu Middle Eocene to Upper Oligocene

(65 my) VIIIthsedimentary cycle

Krol Triassic (243 my)-VIIth sedimentarycycle

Infra Krol Permian (270 my)- VIth sedimentarycycle

Blaini Upper Carboniferous (300 my) – VIthe sedimentary cycle

Sanjauli, Chhaosa, Kunihar Lower Paleozoic (550-my) –Vth

sedimentary cycle

Shali and Jutog Precambrian (570 my) IVth

sedimentary cycle.




treated and disposed in a properly designed TSDF Facility. Under aforesaid Rules

and its amendments, CPCB guidelines have laid down a procedure for collection,

storage, transportation and disposal of hazardous wastes. The scientific disposal of

landfill hazardous waste can be done at a secured landfill, which requires proper

design and operation according to existing guidelines.

2.3 Demand –supply gap

Generation of hazardous waste is a part of industrial process and will continue in

future. In order to accommodate more waste within the existing land area it is

proposed to enhance the capacity of SLF from 10 Lac MT to 20 lacs MT.

2.4 Employment generation (direct and indirect) due to the project

The labors and workers will be hired from nearby villages. Total 80 workers are

working in the unit presently; there is no need to hire more personnel for proposed

expansion.

3 ROJECT DESCRIPTION

3.1 Type of Project

As detailed in para 2.2 the proposed enhancement of capacity of existing secured

landfill facility (SLF) at Common Hazardous Waste Treatment, Storage and Disposal

Facilities (TSDF) at Village Majra, Post Office Dabhota, Tehsil Nalagarh, Distt.

Solan, Himachal Pradesh-174101. A team of highly qualified scientists, engineers

and technicians are engaged in this process. This industrial estate accommodates

various chemical and pharmaceutical industries. The secured landfill is developed

and operated as per “The Criteria for Hazardous Waste Landfills” published by

Central Pollution Control Board.

Location

The project is located at 31° 04'36.99"N 76°38'04.08"EatVillage-Majra, P.O.

Dabhota, Tehsil Nalagarh, Distt. Solan, Himachal Pradesh– 174101.

Proposed capacity enhancement of Secured Landfill Facility (SLF) from10 to 20 lacs MT at Common Hazardous Waste Treatment,Storage and Disposal Facilities (TSDF) of M/s. Shivalik Solid Waste Management Ltd.


FIGURE3.1: Location of the project



FIGURE3.2: Location of the project (Google Map)

Project Site



FIGURE3.3: 10 km Environmental Sensitivity Map




3.2 Details of Alternate Sites

Land requirement and availability:

Land is already available in company premises at at Village Majra, Post Office

Dabhota, Tehsil Nalagarh, Distt. Solan, Himachal Pradesh-174101.

Land ownership Details:

Land is available with M/s. Shivalik Solid Waste Management Ltd. Village-Majra,

P.O. Dabhota, Tehsil Nalagarh, Distt. Solan, Himachal Pradesh-174101. Lease

deed is attached an Annexure I.

Demand for disposal of hazardous waste around the selected site :

With the present rate of receipt of waste, SSWM is intending to increase the

capacity of secured landfill (SLF)at existing TSDF site, as per the CPCB

guidelines.

Water facility is already availablewith own bore well.

All other infrastructures such as Laboratory, Water, Power and manpower

are already available.

Theproposed project has no alternative site and only expansion is required

within the availableland.

3.3 Size and Magnitude of operation

Capacity of TSDF Site:

The present proposal is Capacity Enhancement of Secured Landfill Facility (SLF) by

Ten Lacs MT at existing Common Hazardous Waste Treatment, Storage and

Disposal Facilities (TSDF).

Existing 10 lakh MT

Increase/Enhance Capacity10 Lacs MT.

The layout plan of the proposed expansion is shown in Fig 1.1 and layout plan of

landfill cell is shown in Fig 1.2 below. The proposed expansion of capacity

enhancement with change in design of landfill is given in Fig 1.3 and subsequent fig

shows the top, bottom and side liner system and leachate collection system.




FIGURE 3.4 LAYOUT PLAN OF TSDF SITE




FIGURE 3.5 LAYOUT PLAN OF LAND FILL CELL




3.4 Project Description with Process Details

The present proposal is capacity enhancement of existing secured Landfill facility

(SLF) from 10 Lakh MT to 20 Lacs MT at existing Common Hazardous Waste

Treatment, Storage and Disposal Facilities (TSDF).

3.4.1 Operational Methodology of TSDF

This project consists ofhazardous wastes acceptance, their handling, treatment and

proper disposal in secured landfill as per CPCB guidelines, various criteria as per

various guidelines and Rules as well asprocedure which are discussed as follow;

A. Waste Acceptance Criteria

As per Hazardous Waste (Management, Handling and Trans-boundary

Movement) Rules, 2016.

At the time of taking membership, the company shall do complete analysis of

solid waste and the same sample will be preserved for further physical

verification.

As the transporting vehicle arrives at SSWM, it is weighed and, samples are

taken from 3 different locations and composite sample is made and analyzed for

following quick parameters:

pH

PFLT test for moisture content

TOC

Ignitability (Flammability)

Reactivity

Physical checks: Color, Odor

Only if the sample passes through above quick tests, it will be allowed to enter

the disposal site.

B. Manifest System

The TSDF is having manifest system as per Hazardous Waste (Management,

Handling and Trans-Boundary Movement) Rules, 2016; Manifests are involving six

copies in different colors. However, HPPCB hasintroduced an online manifest

system for waste acceptance. At present, the online system is being followed.

C. Transportation of Hazardous Solid Waste from Generation Site to TSDF

Transportation of hazardous solid waste is done as per guidelines of CPCB. The

TSDF is having approved transporter (authorized) with dedicated vehicles




(Hydraulic) for transportation of solid waste. All the vehicles are having the

nameplate with details of company’s name, address, phone no., etc. During

transportation, containers are closed from all sides and covered from top.

D. Weighing and Sampling of Waste

As the dumper/truck enters SSWM weighbridge, samples are taken from three

different locations and a composite sample is made. Once the quick test is passed,

truck is allowed to enter the premises. If any truck does not meet the hazardous solid

waste inlet specification, it is returned back to member industry for necessary

treatment.

E. Operation of TSDF dumping area

The dumper carrying the hazardous waste is first subjected to quick tests and if it is

approved by QA, the hydraulic dumpers are sent for unloading in landfill area. The

operation of land filling area is cell wise. Wherever stabilization is required, it is done

in stabilization plant.

F. Ground Water Sampling and Analysis

The TSDF has provided monitoring wells at the site for ground water monitoring. (In

upstream and at the downstream of TSDF site).The monitoring parameters are

analyzed as per the guidelines given by the CPCB. The TSDF has provided

laboratory facility for analysis of bore well water. Monitoring is done once in a month.

G. Leachate Management System

The TSDF has cell-wise leachate collection wells. Leachate is pumped from leachate

wells to tankers and is sent to MEE plantwithin premises for treatment and disposal.

H. Gaseous Emission Management

The company has provided air vents at the capped portion of the land fill. The

company is carrying out regular monitoring of these vents for VOC & HC though

external party.

I. Closure and post closure maintenance details for closed cells including

vegetative stabilization:

The TSDF will provide coverage system as per CPCB criteria for entire landfill. The

closed portion will be given proper landscape. SSWM has provided storage shade




for hazardous waste during monsoon period. In rainy season the main operational

site is kept covered by tarpaulin with separate rain water collection system.

J. Surface Water Drainage System

The storm water drainage system is provided at the site. The surface water

generated during raining season is collected through storm water system and after

filtration, recharged to ground water through water harvesting.

K. Site Infrastructure:

The TSDF has established administrative and site control office with latest

equipment like computers, walkie-talkie & computerized weigh-bridge, computers,

printers, fax, xerox machine etc.

The site is provided with a well-equipped laboratory, for sampling and analysis of

solid wastes, air, leachate and observation bore well water.

Stabilization facility is provided for wastes that require treatment/stabilization before

disposal in landfill.

Green belt details: In the periphery / surrounding area of TSDF, green belt has

beendeveloped.

3.4.1.1 FACILITIES AT THE TSDF:

Table 3-1: Facilities at the TSDF

S.No. DISCRIPTION SIZE Unit AREA

1 Security office at main gate 2.35 X 2.35 M2 5.52

2 Time Office 7.15 x 3.75 M2 26.81

3 Office Block 13.15 x 5.9 M2 77.58

4 Staff Canteen 7.9 x 6.4 M2 50.56

5 Laboratory Block(two floors )

15.9 x12.75 M2 405.45

6 Record Room 13.15 x 5.9 M2 77.58

7 Treatment & Storage shed 60.25 x31.15 M2 1876.78

8 Raw material storageshed

18.3 x 16.5 M2 301.95

9 MEE Plant ( 20 KL/ Day ) 14 x 12 M2 168




S.No. DISCRIPTION SIZE Unit AREA

10 FO Storage(15 KL) area 7.5 x7.5 M2 56.25

11 Security hut near landfill 2.9 x2.9 M2 8.41

12 Change Room 3 x3 M2 9

13 D G MCC Room 4 X 4 M2 16

14 Temple 6.2 x 5.3 M2 32.86

15 Paved Parking 25 x 10 M2 250

16 Cooling Tower 360000 K cal/ Hrs

17 DG SET 100 KVA

18 Chimney 30 m height

19 Boiler 750 Kg/ Hrs

20 Weigh Bridge 40 Ton capacity

21 Wheel wash pit 1 No

22 Water tube well. 1 No

23 Monitoring well 4 Nos

24 Access road 6 m wide

25 Service road 6 m wide

26 Storm water drain RCC drain

Table 3-2: Equipment’s to be used for TSDF operation

S.NO. EQUIPMENT NAME TOTAL NOS.

1 JCB 1

2 Dozer 0

3 Poclain 1

4 Tractors 2

5 Dumpers 11

6 Roller 0




3.4.2 LINER SYSTEM

The liner system will be designed, constructed and installed to satisfy the

following:

Prevent migration of waste, leachate or gas to the adjacent sub soil or Ground

water or surface water.

Constructed materials that have adequate chemical, physical & engineering

properties to prevent failure on account of loads, climatic conditions and contact

with waste or leachate.

Placed in a stable manner on the base.

Installed to cover all surrounding soils likely to come in contact with the waste or

leachate.

The leachate control in the landfill involves two steps:

(a) Prevention of migration of leachate from landfill sides and landfill base to the

subsoil by a suitable liner system; and

(b) Drainage of leachate collected at the base of a landfill to the side of the landfill

and removal of the leachate from within the landfill.

The liner system has been designed as per the CPCB/ MoEF Guidelines. The

design of the Double composite Liner System is as follows:

Also shown in the fig below are the design of bottom to and side liner system and

leachate collection system.

Table 13: Details of Bottom Liner System

WASTE

NON WOVEN GEOTEXTILE – 200 GSM PRIMARYCOMPOSITELINERS

WOVEN GEOTEXTILE – 250 GSM

300 MM CLEAN RIVER BED COARSE SAND &GRAVEL≤ 40MM SIZE, K> 10-2 CM/SEC

NON WOVEN GEO-TEXTILE – 200 GSM1.5 MM HDPE GEO MEMBRANE




900 MM COMPACTED CLAY/ AMENDED SOIL LINERWITH K< 10-7 CM/SEC.

SECONDARYCOMPOSITELINERS

NON WOVEN GEO TEXTILE-200 GSM

300 MM CLEAN RIVER BED FINE TO MEDIUM SANDK>10-2 CM/SEC.

HDPE GEOMEMBRANE OF 1.5 MM THK

450 MM CLAY LINER WITH K< 10-7CM/SEC

COMPACTED BASE LAYER

Proposed capacity enhancement of Secured Landfill Facility (SLF)Storage and Disposal Facilities (TSDF) of

Shivalik Solid Waste Management Ltd

capacity enhancement of Secured Landfill Facility (SLF) from10 to 20 lacs MT at Common Hazardous Waste Treatment,Storage and Disposal Facilities (TSDF) of M/s. Shivalik Solid Waste Management Ltd.

Shivalik Solid Waste Management Ltd., Nalagarh, District-Solan, H.P.

Common Hazardous Waste Treatment,M/s. Shivalik Solid Waste Management Ltd.

Solan, H.P. 24




Material Requirement

The various materials that is used in the facility are synthetic liner, clay, drainage

media, pipes and chemicals likedeformer (anti foaming), anti-scalar etc.

Water Requirement

Maximum water consumption will be 20KLD that is being already available from

underground bore well.

Air Pollution Source and Control Management

At TSDF site, fugitive emission generated while spreading waste at land fill is

controlled through water/leachate spray, in landfill facility. Leachate comes out in the

form of liquid waste and is evaporated in the MEE facility within premises for

treatment and disposal.

For emission of landfill gases, vent is provided in Landfill (capped cells) andmonitoring is also carried out.

Emissions from DG set containing PM, SO2 and NOX within permissible limit will belet-out through stack.

Hazardous Waste

Hazardous waste generation will be Used Oil/Lubrication Oil @15 Liter/Y, Salt From

Multistage Evaporation System @ 1.5 MT/Y. Used Bags, Salt from Multistage

Evaporation System shall be sent to TSDF site within premises for final disposal.

Used Oil/Lubrication Oil will be sold to MoEF approved recycler.

Green Belt

Green belt is developed according to CPCB guidelines. Plants of the various species

will be developed in the plant and peripheral areas, and this is continuous process.

3.5 Collection and Transportation of Waste

Transportation of hazardous solid waste is done as per guidelines of CPCB. The

TSDF is having (authorized) approved transporter with dedicated vehicles

(Hydraulic) for transportation of solid waste. All the vehicles are having the

nameplate with details of company’s name, address, phone no., etc. During

transportation containers are closed from all sides and covered from top.

3.6 Resource optimization/Recycling and reuse

Recycling of plastic waste after decontaminationwillbe done through authorized

recyclers.

3.7 Availability of water its source, Energy/Power requirement and source

The source of water is own bore well.




Power 373 KW will be sourced from existing line of Himachal Pradesh Electricity

Board. In case of power failure, 1 D.G. set of 100 KVA capacities is available to fulfill

the requirement.

3.8 Quantity of wastes to be generated (liquid and solid) and scheme for their

Management / disposal

Leachate generated from the landfill is treated in MEE within premises for treatment

and disposal. The solid waste generated during wastewater treatment in MEE is

disposed to TSDF site.

4 SITE ANALYSIS

4.1 Connectivity

The site is well connected by road to neighboring city and rest of India. Development

of communication systems is good in the region. Source of water in the region

include Sarsa river and ground water resources. Nearest village is Majra on the

eastern side of site beyond a buffer zone of 300-500 m away from the project site.

SSWM is located near Nalagarh which part of Baddi Barotiwala Nalagarh Industrial

Belt of Himachal Pradesh. The Nearest Railway Station is Ghanauli (14 KM) from

project site. Nearest Airport is at Chandigarh, which is located at the distance of about

42 km from project site. Nearest Town- Nalagarh, 12.5 km in the East direction and

District Headquarters is Solan about 50 Km from project site. Interstate boundary of

Himachal Pradesh and Punjab falls within 4.8 km radius from the project site.

4.2 Land Form, Land use

The proposed project is in existing TSDF site that is earmarked for Common

Hazardous Waste Treatment Storage and Disposal Facility (TSDF).The Nasrali

Nallah flows along the eastern margin. High mud hills exist on the southern margin.

The village Majra is on the southwestern side of the site beyond a buffer zone of 300

to 500 meters. The entire land is bounded by Government land. The site is an open

scrub with a nominal forest cover. The elevation ranges from 300m in the south to –

333.2 m in the north.

4.3 Topography

Nalagarh is characterized by a wide variation in topography, geology, soil, climate,

flora, fauna and ethnic groups with varied socio-cultural traditions. Human activities

are the prime cause of environmental degradation, which may be direct or indirect

disturbance to natural ecosystem. Besides a large number of population resides

along sides of small rivulets and rivers basins predominantly depend on agriculture.

Earthquake, landslides, floods, industrial hazards, cloud bursts, building collapse and

fires are the major disasters.




Drainage: The drainage of the area is controlled mainly by important-tributary of the

Sutlej River is the Sirsa Nadi, flowing towards north-west in the Nalagarh valley.

Sirsa is the main stream in Nalagarh Sub-Division. It has its source in the Hill above

Kalka and runs North-West along the base of the Shivalik eventually joining the

Satluj at Avankot in Ropar Distt. The branching drainage pattern so established is

tree like, is termed as dendrite drainage pattern.

4.4 Existing Infrastructure

The project site is in Majra in Nalagarh tehsil of Solan district of Himachal Pradesh

and all required infrastructures like housing, schools, hospitals, health care centers,

fire brigade, public transport, etc. are available.

4.5 Soil Classification

Soil is Clay/ sandy loam in the area. Soil depth is generally shallow, except in areas

having good vegetative cover. It is generally dry, shallow and deficient in organic

matter. Landslides are the common features in mountainous terrain.

4.6 Climate data from secondary sources

The climate of the District is mostly sub-tropical. The maximum temperature exceeds

even 400 C in lower reaches during the summer season. Rainfall is indispensable for

the cultivation in the hilly areas. This is because irrigation facility could not be

created here to the extent possible as in plains. Due to unfavorable climatic

conditions only, higher elevations with a facility of irrigation provide a good scope for

vegetable cultivation in the District. The climate of the district is sub-tropical in the

valley and tends to be temperate on the hilltops. There are four major seasons. The

winter season commences from November to February and ends in March; summer

season extends from March to June, followed by the monsoon period extending from

July to September. Maximum precipitation occurs during July to September. Average

annual rainfall in the district is about 1140.86 mm, out of which 85% rainfall occurs

during June to September. In the winter season, precipitation as snowfall also occurs in

the higher reaches up to 1000 m elevation and as rainfall in low hills and valleys of the

district. Mean maximum and minimum temperature ranges between 32.2°C (May) and

0.6°C (January).

4.7 Social Infrastructure available

Schools, colleges, hospitals & healthcare centers, shops & bazaars, community

centers etc. are all available nearby area.

5 PLANNING BRIEF

5.1 Planning

Proposed expansion is within existing site.




5.2 Population Projection

Nalagarh Tehsil of Solan district has total population of 114,211 as per the Census2011. Out of which 60,396 are males while 53,815 are females. In 2011 there weretotal 22,347 families residing in Nalagarh Tehsil. The Average Sex Ratio of NalagarhTehsil is 891.

As per Census 2011 out of total population, 9.4% people lives in urban areas while90.6% lives in the rural areas. The average literacy rate in urban areas is 90% whilethat in the rural areas is 77.7%. Also, the Sex Ratio of urban areas in NalagarhTehsil is 866 while that of rural areas is 894.

The population of Children of age 0-6 years in Nalagarh Tehsil is 14377 which are13% of the total population. There are 7615 male children and 6762 female childrenbetween the ages 0-6 years. Thus, as per the Census 2011 the Child Sex Ratio ofNalagarh Tehsil is 888 which is less than Average Sex Ratio (891) of NalagarhTehsil.

The total literacy rate of Nalagarh Tehsil is 78.83%. The male literacy rate is 75.66%

and the female literacy rate is 61.33% in Nalagarh Tehsil. Land use planning

(breakup along with green belt etc.)

The open space inside the TSDFs area will suitably landscape and covered with the

vegetation of indigenous variety. Green Belt area will be developed as per the CPCB

guidelines.

5.3 Assessment of infrastructure demand (physical and the social)

The proposed project of TSDFs falls in industrial zone of Baddi, Barotiwala Nalagarh

therefore all facilities / amenities like medical, educational, housing, transportation,

communication, shopping etc are available in nearby places. The employees have

their own arrangements for transport, lodging, boarding etc.

5.4 Amenities/Facilities

The labors and workers will be hired from nearby villages. Total 80 workers are

working in the unit presently; there is no need to hire more personnel for proposed

expansion.

6 EXISTING AND PROPOSED INFRASTRUCTURE

6.1 Industrial area (processing area)

Site Infrastructure:

The TSDF site already having administrative and site control office with latest

equipment like computers, walkie‐talkie & computerized weigh‐bridge,

Sampling Stations, printers, fax, Xerox machine, etc.




The site has well‐equipped laboratory for sampling and analysis of solid

wastes, air and leachate etc.

Treatment facility in terms of MEE exists for treatment of leachate generated

from secured landfill as well as neutralization / stabilization for solid waste

before disposal in landfill.

Green belt details: In the periphery / surrounding area of TSDF, green belt

has been developed more tree plantation activity shall be undertaken.

It is an expansion project, so no new connection is required as we have

already having Electricity supply from HPSEB.

Water facility is already available from bore well.

6.2 Residential Area (non- Processing area)

The employees will make their own arrangements for their housing & allied amenities

in nearby area. There is no need for any additional facilities.

6.3 Green Belt

The main objective of the green belt is to provide a barrier between the plant and

surroundings areas. Total 35 acre land area is available at site; out of this area about

20 m wide green belt is maintained along the periphery of site area. Shivalik Solid

Waste Management Ltd has been carrying out the tree plantation activities outside

the premises at appropriate places in the nearby area.

6.4 Social Infrastructure

Schools, colleges, hospitals & healthcare centers, shops & bazaars, community

centers, etc. are all available in nearby area.

6.5 Drinking water management (source and supply of water)

Source of drinking water is the existing bore well at site.

6.6 Sewerage system

No Additional domestic waste is expected from the proposed expansion as no extra

manpower is required.

6.7 Industrial waste Management

Leachate is being pumped out from leachate wells and is sent to MEE through

pipeline within premises for treatment and disposal.

6.8 Solid Waste Management

Solid waste generated during the wastewater treatment process is mainly sludge

which is generated depending upon the effluent characteristics and hydraulic load.

Sludgeisdisposed of in landfill of TSDF.

The decontaminated plastic waste is sent for recycling to authorized recycler.




6.9 Power Requirement & Supply/source

The power requirement is 373 KW. In case of power failure, 1 D.G. set of 100 KVA

capacities is available to fulfill the requirement.

7 REHABILITATION AND RESETTLEMENT (R & R) PLAN

No, Rehabilitation and Resettlement (R & R) Plan required.

8 PROJECT SCHEDULE & COST ESTIMATES

The Project is envisaged to be undertaken immediately after getting necessary

statutory approvals.

Cost Estimates

The estimated cost of project is approximately Rs. 22 crores.

9 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)

The proposed Capacity Enhancement of Secured Landfill at existing TSDF sitefor

treatment of Hazardous waste, generated from a number of industrial units is to

conserve the land area and reduce adverse effects that this waste may pose. The

concept of Common TSDFhas been introduced asper provision ofHazardous Waste

(Management and Handling) Rules 1989, as repealed and amended. Establishing of

common facility also reduces pressure on regulatory agencies for compliance

monitoring.

We further commit to ensure the compliances as follows:

A. We commit to take care of waste gases, waste water, noise and solid waste

as per guidelines of MOEF, CPCB and HPCB.

B. We commit to additionally expand and develop green area inside the factory

premises.

C. We commit to encourage water conservation through water re-use and re-

cycling.

D. We commit to provide qualified safety officer to build an emergency

preparedness and to implement suitable measures to prevent and control an

accident hazard.

E. We commit to organize frequent mock drill exercises to check the

preparedness towards emergency.

F. We commit to monitor the emitting gasses from the stack through online stack

monitoring system and also to make available the information on the server

installed in CPCB and HPCB.




G. We commit to comply to the various regulations issued by MOEF, CPCB and

HPCB in respect of collection, Transportation, Storage and Disposal by

incineration of hazardous waste and finally to dispose the ash to SLF.

*********************END***********************

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