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Innovative Orbit
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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Jabalpur Municipal Corporation
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
JABALPUR MUNICIPAL CORPORATION
PROJECT –MSW LANDFILL SITE
TITLE – MAP SHOWING KATHONDA LANDFILL SITE
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Jabalpur Municipal Corporation
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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Jabalpur Municipal Corporation
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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Jabalpur Municipal Corporation
• 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.
RSPM: RSPM avg level 69.0 µg/m3.
SO2 : SO2 values were ranging from Below
Deductible Limit
NOX : NOX values were ranging from 8 µg/m3
to 16
µg/m3.
AAQ- 3 Green City Samdariya Market
-
SPM : SPM values were ranging from 186
µg/m3 to 224 µg/m
3.
RSPM: RSPM avg level 99.0 µg/m3.
SO2 : SO2 values were ranging from Below
Deductible Limit
NOX : NOX values were ranging from 10 µg/m3
3
AAQ- 4 Near Sahu Marbal, transport mandi,
Deendayal Chowk -
SPM : SPM values were ranging from 405 µg/m3 to
460 µg/m3.
RSPM: RSPM avg level 193.0 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.
RSPM: RSPM avg level 67.0 µg/m3.
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
Innovative Orbit
Jabalpur Municipal Corporation
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.
Innovative Orbit
Jabalpur Municipal Corporation
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.,
Innovative Orbit
Jabalpur Municipal Corporation
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
Innovative Orbit
Jabalpur Municipal Corporation
� 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
Innovative Orbit
Jabalpur Municipal Corporation
� 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
Innovative Orbit
Jabalpur Municipal Corporation
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.
Innovative Orbit
Jabalpur Municipal Corporation
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.
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