final jmc executive summary - mppcb · f) for design purpose, the density of solid waste at...

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Jabalpur Municipal Corporation

EXECUTIVE SUMMARY

1.0 INTRODUCTION Solid waste Management is one of the most essential services required for maintaining the

quality of life in the fast growing urban areas and for ensuring better standards of health and

sanitation.

Presently, almost all the solid waste generated in the town of our country is being disposed of

by dumping the waste on open land. In order to resolve the problem of solid waste management

and to implement the MSW rule 2000 (Management & Handling) in the Jabalpur city, a landfill

site is proposed to be constructed under Project UDAY with financial assistance from Asian

Development Bank. Collection, transportation are being done by the Municipal Corporation

from its own resources and tender for MSW processing plant is being invited shortly.

The Jabalpur City population as per the census data 2001 showing is 932484. It is spread over

an area of 122 sq.kms. The entire city is currently divided into 60 election wards and 8 Zones.

The Jabalpur Municipal Corporation is responsible for collection, transportation, treatment and

disposal of Municipal Solid Waste generated under MSW rule 2000. Hence, JMC has initiated

development of Municipal Solid Waste (MSW) processing complex & sanitary landfill site at

Kathonda, with an objective of waste reduction and ultimately effective management system.

The existing SWM system for Jabalpur does not have an engineered landfill site for disposal of

waste. The waste collected from secondary collection points is dumped in an unorganized

manner at Ranital dumpsite in Jabalpur city area.

The proposed SLF site is located at village Kathonda towards North West direction of Jabalpur

city with a spread of over 24.60 hect with an investment of Rs. 750 lacs, the proposed Compost

Plant will be designed to process 400 TPD (Tons per Day) of MSWwith a progressive

processing capacity of 800 TPD at the end of 20 years. The solid waste management facility

shall involve composting of biodegradable and segregation of materials. Non biodegradable

products such as stones, sand ceramics and metal components will be separated from

biodegradable and other organic matter waste.

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The proposed project falls under Item 7 (i) (Common Municipal Solid Waste

Management Facilities) as per Environmental Impact Assessment Notification dated

September 14, 2006. The project will fall under Category B and will require environmental

clearance from the State Expert Appraisal Committee (SEAC).

A REIA study report has been prepared for this project based on Summer season data of

2006 and submitted to MoEF New Delhi on dated 25/10/07. Identification & prediction of

significant environmental impacts due to the proposed integrated waste processing facility with

an Environmental Impact statement followed by delineation of appropriate Anticipated

Environment impact and their mitigation measures in an Environmental Management Plan are

included in the REIA Report, and also suggestion / clarification given by Expert Committee of

MoEF and additional ToR given by SEIAA Bhopal.

The purpose of this Rapid Environmental Impact Assessment (R-EIA) study is to provide

information on the nature and extent of environmental impacts arising from the construction

and operation of the proposed project. The proposed integrated waste processing facility will have a section for processing

Municipal Solid Waste (MSW) which will involve segregation, shredding, screening to separate

both fine inert and some percentage of bio-degradable matter, fines screening, ballistic

separation etc which will finally result in the segregation of the waste into recyclable,

biodegradable and non-biodegradable waste. A Compost Plant of capacity 400 TPD will be

installed for converting biodegradable waste into fully matured and stabilized humus like

organic fertilizer/ soil enricher for use in crop production. Quality control is done for the

physical, chemical, and biological parameters and the finished product is packed in high density

polyethylene (HDPE) bags for sale. The reject from composting and inert material which is

generated during pre-sorting unit shall be taken into Sanitary landfill cell having HDPE liners

and leachate collection system.

JMC is going to prepare project design document under the clean development mechanism

(CDM), a project with an aim to improve the solid waste management through composting and

receiving carbon credit money, and use for better environmental conditions near the landfill

site.

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JABALPUR MUNICIPAL CORPORATION

PROJECT –MSW LANDFILL SITE

TITLE – MAP SHOWING KATHONDA LANDFILL SITE

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2.0 SALIENT FEATURES OF PROJECT

The Salient features of the project are provided below:

Total Project Cost Rs. 750 lacs

Land area 24.60 hectare

The total area of cell 16.03 hectare

Compost Plant capacity 450TPD

Area for Compost Plant 4.88 hectare

Design for landfill site 20 years

Nos of cell 20

Cell design for quantity of waste 128 Mt / day

No. of wards 60 Nos

Manpower 1708 Nos

Collection bins 407 Nos

Vehicles 45 Nos

Quantity of Solid Waste Generated (2009) 421 MT/DAY

Population (in’ 2006) 1048619

No of wards 60 NOS

No of z ones 8 Nos

Total ward Area 122 Sq. KM

Tricycles 111 Nos

Wheel Barrows 90 Nos

Containerized Wheel Barrows 285 Nos

1.1 Cum. Container 304 Nos

4.5 Cum Containers 103 Nos

Health officer 2 Nos

Sanitary inspector 60 Nos

Safaikarmi 1646 Nos

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3.0 WASTE GENERATION DETAILS - SOURCES (Present)

� Per Capita waste produced : 380 gm/capita/day

� Total waste produced : 427 MT/day

� Quantity of waste to be collected & transported to Kathonda SLF will be round

320 MT/day (Collection & Removal Efficiency of 75%) .

3.1 WASTE CHARACTERISTICS :

Compostable Material – 40 – 45 %

Paper & Card board – 5 – 15 %

Plastic – 2 – 8 %

Inert Material – 5 – 15 %

Metal – 1 -2 %

Calorific value LCV(Kcal/kg)

Residential areas 1500-1600

Fruit & Vegetables market 1800-1900

C/N Ratio 20 : 36

Moisture content 20 to 58%

FIG : TCP MAP SHOWING THE PROPOSED MSW LANDFILL SITE

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3.2 REHABITATION OF RANITAL LAKE AS PER MOEF SUGGESTION Aim

� Prevention of further reduction of the lake area

� Improvement in water quality

� Improvement in environmental condition

� To develop the lake as a recreation center/ water sport activity

Steps Taken

� DPR prepared for conservation and management of Ranital

� DPR prepared by Lake Conversation Authority of M.P.

� Estimated cost Rs. 83.31 lacs

Work in progress

� Desilting completed

� Pitching work done

� Deweeding done

� Diversion of nalla under progress

� Construction of peripheral drains

Fig : LAYOUT PLAN OF PROPOSED LANDFILL SITE

� ��

��

� ��

��

� � ��

LA Y O U T P L A N O F P R O P O S E D LA N D F IL L

J A B A L P U R M U N IC IP A L C O R P O R A T IO N

S IT E A T K A T H O N D A

LAYOUT PLAN OF PROPOSED LANDFILL

SITE AT KATHONDA

S .N O D ES C R IP T IO N S IZ E

5. W IN D R O W P LA T F O R M S ( 32 N O S .) 6 . C E N T R A L S H E D 7 . PR O C E SS H AL L 8 . R E F U SE C O LL EC T IO N P LA T F O R M 9 . IN T E R M E D IA T E S T O R A G E G O D O W N

10 . P R O C E S S T O W ER IN C LU D E D IN 9

11 . F IN IS H E D P R O D U C T G O D O W N W IT H LO AD IN G S H E D

21 . O F F IC E & LA B

1 8 . S LU R R Y T A N K ( 2 N O S.)

25 . E M E R G EN C Y P A R K IN G

12 . S E R V IC E G A R R A G E

13 . L AB O U R R E ST R O O M

3 . W E IG H B R ID G E R E C O R D R O O M

14 . S T A F F Q U A R T E R S

26 . G E N E R A T O R & E L E C T R IC A L P A N E L R O O M

2 . W E IG H B R ID G E P LA T F O R M

22 . O .H . W A T E R T A N K

1 9 . L E A C H A T E C O LL E C T IO N C H A M BE R

20 . L EA C H A T E C O LLE C T IO N S U M P

2 7 . P A T H W A Y

17 . T W O W H E EL E R P A R K IN G S H E D

15 . V E H IC LE S H E D A N D S T O R E R O O M

24 . S E P T IC T A N K

16 . V E H IC LE C L EA N IN G P LA T F O R M

23 . B O R EW EL L

1 . W A T C H M A N C A B IN

4 . PR E S O R T IN G A R E A

G R E E N BE LT

R O A D

3 .0 M.X 3.0M .

5 .0M .X 3.0 M . 3 .0M .X3 .0M .

1 .10A C R E. 37 .0M .X 8.0 M . 50 .0M .X 15 .0M . 30 .0M .X6 .0M . 30 .0M .X 10 .0M .

5 5 .0M .X16 .0 M.

55 .0 M.X 8.0M .

5 .0M .X1 0.0 M .

10 .3 M.X 4.30M . 1 2 .0M .X1 1.0M . 21 .0M .X 8.0 M . 8 .0M .X 3.4 0M . 9 .0M .X 3.0M . 3 .0M .X 3.0M .

2 .0M .X 2.0 M .

2 .0M . D IA 1 0 .3M .X8 .3M . 3 .0M . D IA

3 .5 M.X 2.0M .

1 0 .0M .X5 .0M . 3M . W ID E

2 8 . H O L D IN G T AN K

2 9 . F AC U L T A T IVE LA G O O N S

7 .0 M.X 3.0M . 5 0 .0M .X2 0.0 M

C E NT RA L S HE D

E X IT

(R A IN S H E D )

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3.3 SITE EVALUATION ATTRIBUTES CONSIDERED

Sensitivity index x Weightage = Attributes score (Based on Delphi techniques)

No. Sensitivity Index 0.00-0.25 0.25-0.50 0.50-0.75 0.75-1.00

Attributes No problem Moderate High Severe

Type of

road

National

Highway

State

Highway

Local Road No Road 1 Accessibility

related

Distance

from

collection

area

<10 km 10– 20 km 20-25 km >25 km

2 Receptor related Population with in 500 meters, Distance to the nearest drinking

water source, Use of site by nearby residents, Distance to the

nearest building, land use zoning, decrease in property value

w.r.t distance, public utility facility within 1 sq.km,

3 Environmental

related

Surface water distance, Ground water depth, Contamination,

Air quality, Water quality, Soil quantity

4 Socio –economic Job opportunity, Vision, Health, Odor

5 Waste

management

practice

Waste quantity

Life of site

6 Climatological

related

Precipitation effectiveness index

Climatic features contributing to air pollution

7 Geological Soil permeability, Depth to bedrock, Susceptibility to erosion and

run-off, Physical characteristics of rock, Depth of soil layer,

Slope pattern, Seismicity

Scores (1000) Site Description

<300 : Less sensitive to the impact (preferable)

300 to 750 : Moderate

>750 : Highly sensitive to the impact (Undesirable)

Site Sensitivity Index for proposed Site ; 465 / 1000

(i.e. the site is moderately sensitive to impacts)

4.0 PROPOSED MSW FACILITY

4.1 Landfill Design

The design of MSW landfill has been done by considering 24.60 hect of land. In which

16.03 hect for SLF site and 4.88 hect for composting plant and total infrastructure road

etc is 3.69 hect.

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4.2 DESIGN CONSIDERATIONS OF SLF

a) The active period of 20 years is taken for the landfill site at Kathonda (2009-2028).

b) Area is reserved for composting plant facility at landfill site.

c) All basic infrastructures for efficient operation of landfill site will be provided.

d) The proposed sanitary landfill will be developed in phases.

e) The per capita waste generation is assumed to increase at the rate of 1% every year.

f) For design purpose, the density of solid waste at landfill site is assumed as 850

kg/m3.

g) The cover material required at the landfill site will be about 10% of total waste

coming to the disposal site.

h) Landfill section of combination of above ground landfill and below landfill (ramp

method) is adopted at site.

i) The depth of landfill depends upon the ground water table and soil strata. Total

depth of Landfill is taken as 15.75m including liner system and top cover system.

j) For design purpose, the depth of landfill where waste will be deposited is taken

8.1m above ground level and 7.65m below ground level. The bund height above

ground level is taken 1m.

k) Side slope below bund level for landfill section is taken 1:2.

l) Side slope above bund level for landfill section is taken 1:4.

m) Lining system will be of lining 90cm of soil (clay) having permeability coefficient

not greater than 1 x 10-7 cm/sec and 1.5mm high HDPE geomembrane above it as

per requirement of MSW (M & H) Rules 2000.

n) The sanitary landfill design is as per CPHEEO Manual on MSW.

o) The top liner system is proposed.

p) The structural design is based on Indian Standard Codes (latest issues).

4.3 TOP LINER SYSTEM

After the completion of each phase of the operation, the landfill has to be closed/

insulated by providing the final cover. The final cover has the following advantages:

• Enhances surface drainage

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• Minimizes infiltration

• Vegetation grows on it

• Controlled release of the landfill gas

The final cover will be as following:

1 Coarse sand and Gravel 300 mm

2 Medium sand drainage layer 150 mm

3 Clay barrier 600 mm

4 Fine and medium sand 150 mm

5 Local soil for Vegetation 450 mm

4.4 GARLAND DRAIN

Storm water drain is very essential component of landfill facility. The first and important

factor for a landfill is to prevent the entry of water streams in the landfill facilities, thus

reducing the generation of leachate from the waste body, which ultimately reduce the

migration of pollutants from landfill facility.

4.5 STORM WATER DRAIN

The storm water drain is also provided along the each side road to collect the rain water

(surface runoff) from landfill site area. The L-shaped drain is proposed (size- width

500mm x 500mm depth).

4.6 LEACHATE CONTROL & TREATMENT FACILITIES

The leachate collection layer is provided in the granular soil (drainage) layer of the

bottom liner system. The landfill is provided with two HDPE head pipes (200mm dia)

which the leachate into the collection sumps. The collection layer shall comprise of a

network of perforated HDPE lateral pipes laid at slope of 2%. These laterals collect

leachate and transfer it to the HDPE header pipe, which is laid at aslope of 1 %. The

header pipe ultimately transfers the leachate into Leachate collection sump, circular in

shape having dia 2m and constructed in RCC. The general arrangement of header and

laterals is provided in the layout plan of MSW landfill. Finally leachate water shall be

treated in the ETP/STP as per the norms for land application.

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5.7 Landfill Gas Control Facilities

The liner system consists of one layers of geomembrane and one layer of 2 ft. (600 mm)

thick amended clay as liners whereby the chances of gases escaping from the ground and

contaminating the ground water and soil are remote. The gases developed due to

continued confinement of degradable wastes, if any, are released through the gas

extraction facilities provided in the landfill. For this purpose GI vents are planned at 20m

x 20m grids.

5.0 WASTES TO COMPOST PLANT

The biodegradable waste segregated at the source is collected and transported to the

Compost Plant. The Process Design for MSW Compost Plant involves various steps as

described.

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FIG : The schematic flow diagram of composting plant

5..1 Waste Receipt and Storage:

The bio-degradable waste from the city is received by Tippers and unloaded on an

elevated ground near the Receipt area. At this point, waste segregation is carried

out manually. The segregated organic material is dozed off into the receiving pit

through a Dozer of Front-end Loader. It is then drawn by a Reciprocating Feeder

(R-feeder) and put on to a Conveyor Belt to facilitate removal of non-

biodegradable material such as metal, paper, glass, bricks, stones, etc.

5..2 Waste Pre-processing:

The segregated organic waste is transferred to a Surge Hopper in the Screening

Area. The material in the surge hopper is drawn by reciprocating feeders and put

on to flat Picking Conveyors that run at a speed of 0.8m/s. workers are deployed

on either side of the slow moving picking conveyors to sort the non-biodegradable

wastes. The rejected material is transferred to Reject Hopper for appropriate

disposal.

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The sorted organic refuse is sent to a Shredder in the Shredding Yard for sizing

through Loading Conveyors. The size reduction facilitates faster biological

decomposition. The shredded material is transferred to Windrows through front-

end loaders or through Shuttle Conveyor arrangement and telescopic chute.

Additives, inoculants and micro-organisms are added at this stage for controlled

decomposition of organic material.

Windrow (Mechanical) Composting:

The pre-processed waste is laid in trapezoidal or triangular heaps in multiple rows

for initiating the microbial activity. These waste heaps are periodically aerated

through Self-Propelled Windrow Turners which move over the rows and facilitate

turning and cropping.

Water sprayed on the heaps to maintain the desired moisture content. The heaps

are covered with a layer of polyvinyl chloride (PVC) sheets to prevent odor

nuisance flies and to maintain the required temperature.

As the decomposition progresses, the bio-mass changes color from light green to

dark brown humus like substance. Once, this condition is reached, the compost

ready for further refinement (separation and grading). At this stage the conversion

of organic waste into compost takes approximately 4 weeks.

5..3 Compost Refinement, Bagging, and Storage:

The compost is passed through a coarse trammel (rotary sieve) to get the compost

of desired size. After the mechanical separation, grading and sieving, fully

matured and stabilized humus like organic fertilizer/soil enriched is recovered for

use in crop production. Quality control is done for the physical, chemical, and

biological parameters and the finished product is packed in high density

polyethylene (HDPE) bags for sale.

6.0 BASELINE ENVIRONMENTAL STATUS

The baseline environmental status was assessed based on primary and

secondary data collected through on-site field observations and obtained

from agencies such as IMD, Geological Survey of India, MPLCA Bhopal, State

Ground Water Department, Central Ground Water Board, MANIT Bhopal, State

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Pollution Control Board, Census of India and Local Forest Department. The

following environmental components were focused at during this study:

• Air Environment (Meteorology, Ambient Air Quality, Noise Levels,

Traffic Pattern, etc.)

• Water Environment (Quality and Quantity of Surface and Groundwater

sources)

• Land Environment (Geology, Hydrogeology, Land use, Solid Waste

generation and characteristics)

• Ecological Environment (Terrestrial and Aquatic Flora & Fauna)

• Socio-Economic Environment (Demographic profile, Occupational

structure, Educational status, Literacy status, etc.)

The baseline status collected from analysis of secondary and primary data

is summarized in the Table E-1 below.

6.1 BASELINE ENVIRONMENTAL STATUS

Ambient Air Quality

The existing baseline levels of the study area before implementation of project UDAY in

summer season parameters are SPM, SO2 and NOx

AAQ- 1 Proposed Site MSW Site -

SPM : SPM values were ranging from 155

µg/m3 to 191 µg/m

3.

RSPM: RSPM avg level 81.0 µg/m3.

SO2 : SO2 values were ranging from Below

Deductible Limit

NOX : NOX values were ranging from 8 µg/m3

to 18 µg/m3.

AAQ- 2 Kathonda Village near Mata Mandir -

SPM : SPM values were ranging from 150 µg/m3 to

180 µg/m3.



Deductible Limit


to 16

µg/m3.

AAQ- 3 Green City Samdariya Market

-

SPM : SPM values were ranging from 186

µg/m3 to 224 µg/m

3.



Deductible Limit


3

AAQ- 4 Near Sahu Marbal, transport mandi,

Deendayal Chowk -

SPM : SPM values were ranging from 405 µg/m3 to

460 µg/m3.


SO2 : SO2 values were ranging from 16 µg/m3

to 21

µg/m3.

NOX : NOX values were ranging from 30 µg/m3 to 42

3

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to 18 µg/m3.

µg/m3.

AAQ-5 Near Fish farm Adhartal Jabalpur -

SPM : SPM values were ranging from 140 µg/m3 to 160 µg/m

3.


SO2 : SO2 values were ranging from Below Deductible Limit

NOX : NOX values were ranging from 8 µg/m3 to 12 µg/m3.

Note : AAQ- Ambient Air Quality

SPM – Suspended Particulate mater

RSPM – Respiratory Suspended Particulate mater

SO2 – Sulfur Dia Oxide

NOx – Nitrogen Oxide

BDL- Below Detectable Limit

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6.2 Surface and Ground water analysis report at

MSW landfill site at Kathonda

S.

No.

Parameters Kathonda

village

(Tubewell

Near temple)

GW-2

Green City

Colony

at

Residential

area

GW-3

Kathonda

Village

(Dug well

line )

GW-4 Madotal

Govindpura

Basti Main

Supply

GW-5

STP &

Proposed

landfill

site

GW-6

Green

City

Colony

near shop

SW-1

Surface

water

sample at

Madotal

SW-2

Adharta

al

J.N.K.V.

V. near

7 NH.

GW-

MSW site

JMC bore

well near

hut

1. pH 7.47 6.69 6.79 6.11 6.99 6.79 6.47 6.20 7.21

2. Colour

(Pt. Co Unit)

0 0 0 0 2 3 193 200 14

3. TSS (mg/l) 5.8 6.4 3.2 3.6 7.4 2.8 122 146 7.6

4. TDS (mg/l) 407.7 427.0 847.9 396.5 414.8 353.8 945.5 780.8 835.7

5. BOD (mg/l) 1.2 1.4 1.7 1.8 1.6 1.8 24 32 1.4

6. COD (mg/l) 7.4 8.2 9.6 10.4 7.2 8.8 64 86 8.4

7. CI (mg/l) 3.0 9.0 13.0 3.5 2.0 1.9 31.7 10.7 11.2

8. Cynide (mg/l) 0.003 0.003 0.003 0.003 0.003 0.003 0.006 0.009 0.005

9. Sulphide (mg/l) BDL BDL BDL BDL BDL BDL BDL BDL BDL

10. Sulphate (mg/l) 22.7 23.5 21.4 26.7 28.5 216.4 14.7 16.8 22.4

11 Ammonical

(mg/l)

0.042 0.028 0.014 0.056 0.028 0.048 0.074 0.086 0.007

12. Total Nitrogen

Ammonical

(mg/l)

6.74 2.71 2.34 2.64 2.82 2.75 2.88 6.32 5.23

13. Fluride (mg/l) 0.15 0.69 0.77 0.58 0.47 0.25 0.33 0.19 0.14

14. Res. Clorine

(mg/l)

Abs Abs Abs Abs Abs Abs Abs Abs Abs

15. Nitrate (mg/l) 1.774 1.825 1.459 1.239 1.447 1.554 1.784 1.234 1.475

16. Phosphate 4.048 1.185 1.142 1.057 0.748 0.873 1.414 2.643 1.748

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(mg/l)

17. Cr6+

(mg/l) 0.003 0.008 0.003 0.001 0.002 0.004 0.009 0.021 0.018

18. Iron (mg/l) 0.014 0.026 0.054 0.014 0.007 0.004 0.068 0.054 0.023

19 Oil & Grease

(mg/l)

BDL BDL BDL BDL BDL BDL BDL BDL BDL

Tested by MPLCA Bhopal

6.3 GEOTECHNICAL INVESTIGATIONS

Property BH-1 BH-2 BH-3 BH-4

Gravel (%) 0-23 1-2 0-32 2-3

Sand (%) 7-23 7-46 5-10 7-13

Silt (%) 28-44 33-38 28-47 46-49

Clay (%) 24-44 19-54 30-49 38-42

Liquid Limit (%) 41-59 38-52 44-56 51-55

Plastic Limit (%) 20-26 20-24 18-26 24-26

Plasticity Index (%) 21-33 18-28 26-30 27-29

Specific Gravity 2.63-2.66 2.64-2.66 2.64-2.66 2.64-2.66

Engineering Classification CH & Cl CH & Cl CH & Cl CH

*BH : Bore Hole

Geotechnical Observations: � Soil Strata mainly comprising of very stiff gravel to hard silty clay with gravel

� Permeability is found to be between 2.36 x 10-8 to 2.91 x 10-7

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6.4 Noise Environment:

Noise monitoring was carried out at five locations such as Proposed MSW Landfill Site,

Kathonda Village, Green City, Deendayal Chowk, Adhartaal Farm Area. The results of

the monitoring program indicated that both the daytime and night time levels of noise

were well within the prescribed limits NAAQS at all the five locations monitored except

Deendayal Chowk Mandi area. The Chowk Mandi due to heavy transportation and

vehicular movement.

6.5 ECOLOGICAL ENVIRONMENT

The main objective of ecological survey is to collect the baseline ecological status

regarding flora and fauna in the study area of terrestrial and aquatic ecosystems. For

Terrestrial ecosystem data has been collected through extensive field survey of the area

with reference to flora and fauna. Information is also collected from different

Government organizations such as Forest Department, Social Forestry, Animal

Husbandry and Department of Fishery, Government of Madhya Pradesh. The terrestrial

ecosystem of the study area has been covered by, natural forest, under the Jabalpur Bargi

forest range compartment no. 231, which is located 12 km away from the site towards

South direction.

6.6 SOCIO ECONOMIC ENVIRONMENT

Job Opportunity: During the social assessment process, locals raised the question

regarding more job opportunities. The occupational profile of the region is such that the

locals can be good sources of labour during construction phase specially the one’s

residing in the nearby locality and villages and look forward to benefit due to more jobs

availability. The benefits relate to the direct employment associated with the

construction.

During the operations phase, one of the project activities would comprise of manual

segregation of waste. The locals inhabiting the neighbouring colony of farm and villages,

who have been performing the task of informal waste collection, can be harnessed waste

collection; can be harnessed for this specific activity during the operational phase.

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The plant would therefore provide employment opportunities during construction and

operation phase. Thus, the impact on employment due to construction and operation of

the plant can be considered as “significantly positive”.

Benefits to women / poor section: The proposed facility would generate jobs for the

women laborers/ poor section during construction as well as operation phase. Women as

also likely to get job during construction phase. This will considerably reduce their travel

time and therefore enable them to attend to their children and other household chores.

7.0 PERDITION OF IMPACT

The major activities having impacts on various components of environment are as following:

• Excavation/soil filling, embankment and road construction

• To cut it down green vegetation area

• Construction of storage, treatment and disposal facilities

• Construction of buildings for personnel facilities, maintenance shop, laboratory facilities

and vehicle washing.

• Transportation & loading/unloading of waste

• During processing of manure

• Collection and storage of wastes

• Spreading, compaction & consolidation of the waste

• Collection & treatment of leachate, wastewater/sludge

• Closure or post closure disposal facility

These are the sources that are related to the construction, operation and restoration and

completion phases. The construction phase has the potential to have the most direct impact in

terms of physical loss and disturbance, while operational and restoration phases have the potential

to have the primary impact in terms of exposure to contaminants.

8.0 ENVIRONMENT MANAGEMENT PLAN

BRIEF DISCUSSION OF EMP FOR CONSTRUCTION AND OPERATIONAL PHASE

S.No.

Activity Environmental

Hazards

Management Action

Constructional activities

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Excavation/ Soil

filling, embankment

and road construction

• Generation of

dust

• Everyday spray of water

should be done:

• Movement of heavy

vehicles should be

restricted to the required

lengths.

• Excavated soil may be

used for filling law lying

area.

• Green belt (of appropriate

species) should be

developed surrounding the

site.

1

Noise Pollution • Protective gears (Ear

muffs) should be used by

the people involved in this

activity.

2

Construction of

buildings for

composting

plant, personnel

facilities,

maintenance

shop, washing

area, storage,

treatment

facility.

Generation of dust

Generation of

Construction

Waste

• Everyday spray of

water should be done

• Protective gears should be

used by the people

involved in this activity

• Construction waste should

be used for filling of low

lying areas.

• The construction waste may

be recycled/reused.

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3 Bottom liner &

cover liner and

drainage

system

construction

Generation of dust • Periodic spray of water

should be done

• Green belt (of appropriate

species) should be

developed surrounding

the site

Transportation

4 Loading/unload

ing &

Transportation

of waste

Leakage/spillage

of the waste

Disposal of the

waste at unwanted

place

Tyres getting

tarnished with

waste while

loading &

unloading

operation and

causing further

land pollution as

they move

Adverse health

impacts on the

labourers

As far as possible waste should be

transported in the sacks and

containers Loaded waste should

be fully covered with HDPE sheet

Body of the lorry should be leak

proof or it should be lined at

bottom with bitumen

Follow waste tracking system

After loading /unloading the

waste,

Tires of the lorry should be

washed and wash water should be

sent for treatment

Laborers should be provided with

gloves and gum boots

Laborers should be given primary

training

Periodic medical check ups

should be carried out.

Storage

5 Temporary

storage of the

waste at the

Leachate

generation

Temporary facility should have

impermeable flooring and proper

leachate collection arrangement.,

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site

Leachate has to be treated before

discharge

Disposal

6

Disposal of the waste

into secured landfill

Violent reaction,

fire

or explosion

Develop compatibility matrix and

place only compatible wastes

together.

Develop sound emergency plan to

meet any unwanted accident

Provide fire fighting facilities and

alarm system

Excessive leachate

generation in

monsoon season

Cover the sub-cells of the facility

with HDPE sheets and ensure that

rain water does not come in

contact with the waste

Blowing away of

the waste with the

wind

Spray water with dust

Suppressing chemicals Cover the

waste layer with fresh soil and

compact it

Leachate

generation

To avoid files, mosquitoes,

Birds attraction, generation of

air bone diseases or Odor

problem

� Work in a small active area

� Progressive prompt covering by 15 cm thick

soil cover to be made everyday to avoid burning

of waste

� Everyday water sprinkling

� Development of good land practices

� No slaughter waste disposed at SLF.

� Limiting vehicle speed or movement & regular

maintenance of vehicular or equipment to

control exhaust emission

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� Good house keeping & proper maintenance to

be practiced which will help in controlling

pollution.

Water Environment :

Operational phase:

� Rainfall at active area should be connected

leachate collection tank for proper treatment

� Wastewater from domestic usage will be treated

in STP

� Surface water drainage system for the cover of

each phase is sequentially connected

� Plan for management of surface water runoff an

effective drainage system

� Rainfall on areas within landfill site but on final

covers of phases been completed to be diverted

away in drainage channels from active tipping

area & directed through setting pond & remove

suspended silt, prior to discharge.

� Leachate collection tank along with 1.5 mm

high HDPE geo-membrane layer system to be

provided to control ground water pollution (as

per drawing).

CLOSURE & POST

CLOSURE PLAN

� Determination of the end-use of landfill site is

essential to decide the measures of closure and

post –closure maintenance

� Some of the uses of closed landfill sites near

urban centers include park, recreational area,

golf courses, vehicle parking area & sometimes

commercial development

� Closure & post closure plan for landfill will

involve following components : Plan for

vegetable stabilization of the final cover

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� Plan for periodical inspection and maintenance

of landfill cover and facilities

� Landfill monitoring plan to be prepared &

implemented

� Provision of ESCROW account in case of any

emergency or disaster is struck

ENVIRONMENTAL

MANAGEMENT SYSTEM

For the effective

implementation of the EMP,

an Environmental

Management System (EMS)

will be established at the

proposed project.

� An Environmental Management cell

� Environmental Monitoring Program

� Personnel Training

� Regular Environmental Audits and Corrective

Action

� Documentation – Standard operating procedures

Environmental Management Plans and other

records.

7 Monitoring

activity

(Monitoring

activity should

continue even

after closure of

the facility)

Ground water

pollution

Soil pollution due to

leachate

Air Pollution

Dig/drill bore wells around

the site based upon ground

water flow and take

samples of ground water

periodically for Analysis.

In case of pollution of

ground water is noticed,

develop adequate

redemption plan and

execute it and keep

monitoring

In case any pollution of

ground water is noticed,

then soil samples at various

depths around the SLF

should be analyzed and

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suitable remediation steps

be undertaken.

Ambient air monitoring

should be carried out

periodically & if air

pollution is found,

appropriate action has to be

taken.

8 Operation

maintenance &

closure of the

facility

Contamination of

environment

As a compensatory

measure, green belt has to

be developed in 10 - 15 mt

Strip of land encircling the

site.

On both sides of the

approach road, at least 10

m wide green belt has to be

developed.

9.0 REHABILITATION AND RESETTLEMENT

For STP and Integrated MSW Complex

Total Acquired land : 30.82 hect.

Available Govt. land : 19.15 hect.

Available JMC’s land : 28.36 hect.

Affected household : 25 families

Titled landowners : 17

Untitled families/encroachers : 8

Amount disbursed to titled holders : Rs. 1.26 crores

Amount disbursed to untitled/encroachers : Rs. 19 lacs

( For loss of house, fruit bearing trees etc.)

Note : - 30’ x 30’ land given to the each of the 8 untitled families/encroachers for

resettlement by the Govt.

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10.0 CONCLUSION

All possible environment aspects have been adequately assessed and necessary

control measures have been formulated to meet statutory requirements. Thus

implementing this project will not have any appreciable negative impacts. Moreover, the

landfill area requirement at Village Kathonda, Jabalpur will progressively reduce

significantly as the solid waste will be converted to stable form (inerts) before being sent

for disposal at landfill site. This would save upon the future requirements of area for land

filling. Under CDM project carbon credit purchase would provide financial gains along

with Organic Fertilizer / Soil enricher will be an additional advantages.

final jmc executive summary - mppcb · f) for design purpose, the density of solid waste at...

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