APPLICATION FOR ENVIRONMENTAL CLEARANCE For M/s. Codissia Industrial Park Ltd. At S.Nos. 96/1, 97, 98, 99/2, 101/2, 101/3, 102/2B, 131/2, 135/2, 136/2, 138, 141/2, 142/1B1, 142/2B1, 142/2B2, 142/3A, 142/3B, 143/1, 143/2, 143/3, 143/4, 144/1, 144/2, 144/3, 144/4, 145/1, 146/1, 147/1, 147/2, 147/3, 148/1, 148/2, 314, 315/1A, 315/1B, 315/2A, 315/2B, 315/3, 316/1, 316/2, 316/3, 317/2, 318/1, 318/2, 318/3, 320/1, 320/2A, 320/2B, 320/2C, 320/2D, 320/2E, 320/2F, 321/1, 321/2, 322/1 and 322/2 Kallapalayam Village, Palladam Taluk, Coimbatore District, Tamil Nadu Submitted to Submitted to the State Level Environmental Impact Assessment Authority, Tamil Nadu
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5. Total Estimated Cost Of Development Rs. 90.08 Crores
TABLE 2.2: AREA DETAILS FOR THE PROPOSED PROJECT
Area Break up Area in Sq.m
a) Ground coverage area 144840.15
b) Road and Physical Infrastructure Area
90122.76
22
c) Parking Area 32186.70
d) Landscaping area (33 % of the total area)
212432.2
e) OSR area (11 % of the total area)
70810.74
f) (STP & Solid waste storage Area
12874.68
g) Others/Vacant 80436.79
Total Site Area 643704.02
Table 2.3: Details of Material used during construction No. Description
1. Reinforcement Steel
2. Cement
3. Cement Blocks
4. Sand
5. Aggregate
6. Aluminum
7. Wood
Table 2.4: Details of Details of construction equipment No. Description
1. Transit mixers
2. Tipper
3. Batching plant
4. Vibrators
5. Mobile concrete pump
6. Static pump
7. Tower crane
8. Excavator
9. JCB
10. Loader
11. Compressor
3 WATER CONSUMPTION In this project, water will be used for domestic purpose. The total requirement of water for this project will
be 400 KLD. It will be met from the existing NTADCL / TWAD line shall be examined, to ensure
continuous water supply.
4 WASTEWATER DETAILS In this project, the wastewaters generated due to the domestic uses. The sewage disposal method and the details are given below:
Table: 4.1
Water balance chart and design details of STP are enclosed as Annexure III & IV respectively.
S.No. Details Quantity/day
1. Sewage 232 KLD
23
5.0 EXISTING ENVIRONMENTAL STATUS 5.1 MICROMETEOROLOGY Meteorological conditions play a vital role in planning orientation of stacks, operation and maintenance of factory and also on the environmental impact. The summary of micrometeorological data of the region pertaining to the years 2009 - 2013 is presented in Table 5.1 – 5.6. 5.2 TEMPERATURE April is the hottest month with maximum monthly mean temperature of 36.1 0 C. January is the coolest month with minimum monthly mean temperature of 19.36 0 C
Table 5.1 - AVERAGE MINIMUM TEMPERATURE (oC) FOR DIFFERENT MONTHS
(2009-2013) FROM IMD STATION COIMBATORE
Month 2009 2010 2011 2012 2013 AVG
January 18.7 20.3 19.1 18.9 19.8 19.36
February 19.9 20.8 19.4 19.9 20.9 20.18
March 22.3 23 21.9 22.9 22.9 22.6
April 24.3 25.1 23.4 24.2 24.7 24.34
May 23.8 25 23.5 24.2 24.5 24.2
June 27.7 23.5 22.7 23.2 22.5 23.92
July 27 22.6 22.3 22.8 22.2 23.38
August 26.4 22.4 22.4 22.7 22.5 23.28
September 25.8 22.6 22.4 22.7 22.6 23.22
October 25 22.5 22.5 22.4 22.4 22.96
November 23.9 21.7 20.8 21.3 22.3 22
December 22.5 20 19.5 20.5 20.1 20.52
Average 23.94 22.46 21.66 22.14 22.28
NOTE : The average temperatures have been calculated on the basis of data available
Source : Indian Meteorological Department
24
Table 5.2 - AVERAGE MAXIMUM TEMPERATURE (oC) FOR DIFFERENT MONTHS
(2009-2013) FROM IMD STATION COIMBATORE
Month 2009 2010 2011 2012 2013 AVG
January 30.2 30.6 30.7 30.2 31.7 30.68
February 33.4 33.3 32.4 32.7 32.5 32.86
March 35.2 36.2 34.8 35.7 34.7 35.32
April 36.1 37.3 34.5 36.1 36.5 36.1
May 34.5 35.3 34.2 34.8 35.3 34.82
June 39 32.9 31.1 32.4 30.6 33.2
July 37.1 31.5 31.3 31.8 30.1 32.36
August 36.3 30.9 31.3 31.2 31.6 32.26
September 35.3 31.9 31.8 32.5 31.6 32.62
October 34.1 31.7 32.3 31.5 31.8 32.28
November 30 29.1 29.3 31.2 28.9 29.7
December 29 28.9 29.7 30.8 29.9 29.66
Average 34.18 32.47 31.95 32.58 32.10
NOTE : The average temperatures have been calculated on the basis of data available
Source : Indian Meteorological Department
25
Tables 5.4 - MONTHLY MEAN RELATIVE HUMIDITY (%) AT 0830 HOURS
(2009-2013) FROM IMD STATION COIMBATORE
Month 2009 2010 2011 2012 2013 AVG
January 78 80 63 65 58 68.8
February 68 77 51 27 43 53.2
March 71 71 51 44 42 55.8
April 73 73 68 61 65 68
May 79 78 69 69 68 72.6
June 61 80 70 64 67 68.4
July 67 81 73 68 59 69.6
August 70 83 59 58 78 69.6
September 76 80 62 68 70 71.2
October 73 82 72 55 59 68.2
November 90 89 63 61 62 73
December 90 86 64 50 63 70.6
Average 74.6667 80 63.75 57.5 61.17
NOTE : The average relative humidity have been calculated on the basis of data available
Source : Indian Meteorological Department
Table 5.3 - MONTHLY RAINFALL DATA (MM)
(2009-2013) FROM IMD STATION COIMBATORE
Month 2009 2010 2011 2012 2013 AVG
January 0 0.1 0.2 0.8 0 0.22
February 0 0 37.7 0.1 99 27.36
March 5.8 0 12.5 0.1 2.3 4.14
April 3.1 17.7 134.6 37.1 30.7 44.64
May 91 57.8 83.1 10 47.2 57.82
June 8.3 31.9 63 6.8 16.7 25.34
July 72.1 14.8 4.6 3 10.1 20.92
August 83.2 60.1 4.2 7.4 18.2 34.62
September 79.6 30.8 27.9 2.2 27.8 33.66
October 94.6 132.2 323.6 152.8 81.7 157
November 716.5 256.3 271.3 19.1 52.8 263.2
December 229.7 34.7 11 3.9 22.4 60.34
AVG 115.325 53.03 81.14 20.28 34.08
NOTE : The average rainfall have been calculated on the basis of data available Source : Indian Meteorological Department
26
Tables 5.5 - MONTHLY MEAN RELATIVE HUMIDITY (%) AT 1730 HOURS
(2009-2013) FROM IMD STATION COIMBATORE
Month 2009 2010 2011 2012 2013 AVG
January 35 30 39 38 30 34.4
February 23 29 31 31 34 29.6
March 27 25 26 30 36 28.8
April 37 40 47 41 42 41.4
May 55 58 56 57 53 55.8
June 64 65 68 63 71 66.2
July 61 66 67 63 71 65.6
August 66 67 68 67 66 66.8
September 70 63 65 62 70 66
October 67 71 70 65 64 67.4
November 85 73 63 48 57 65.2
December 82 60 54 43 48 57.4
Average 56 53.92 54.5 50.67 53.5
NOTE : The average relative humidity have been calculated on the basis of data available
Source : Indian Meteorological Department
Table 5.6 - MONTHLY AVERAGE WIND SPEED, 24 HRS (KMPH)
(2009-2013) FROM IMD STATION COIMBATORE
Month 2009 2010 2011 2012 2013 AVG
January 3 5 4 4 4 4
February 4 4 5 5 5 4.6
March 4 6 5 7 5 5.4
April 6 7 5 7 7 6.4
May 9 9 9 11 9 9.4
June 6 11 12 13 12 10.8
July 6 12 12 13 12 11
August 5 12 12 12 9 10
September 4 9 11 12 9 9
October 3 8 6 5 7 5.8
November 3 3 3 5 3 3.4
December 5 4 3 4 4 4
Average 4.83333 7.5 7.25 8.167 7.167
NOTE : The average temperatures have been calculated on the basis of data available Source : Indian Meteorological Department
27
6 AIR POLLUTION CONTROL MEASURES The following APC measure has been provided for the emission from the respective units.
Table: 6.1.
S. No. Air pollutant Source Control
1 SO2, NOx DG sets With acoustic enclosure
2 Dust, SO2, NOx, CO
Vehicles Black carpeted roads will be maintained properly to reduce dust, All vehicle owners will be informed to follow the emission standards fixed by Government Authorities to keep the air pollutants under control.
7 SOLID WASTES Solid waste expected to be generated from the project will be of domestic in nature. It will be
collected from designated locations and arrangement will be made for disposal of the same.
The collected solid waste will be disposed through municipality.
S.No. Particulars Quantity Kg/Day Method of Disposal
1 Biodegradable 600 Biodegradable waste will be disposed to Municipality.
2 Non Biodegradable 400
The non-biodegradable waste will be disposed to authorized recycler.
3 Sludge from STP 30 Used as manure.
28
8 ENVIRONMENTAL LITIGATION MEASURES
Table 8.1: General Environmental mitigation measures
Environmental
impact
Mitigation measures Time
frame
Implementing
organization
Responsible
organization CONSTRUCTION PHASE
Environmental Management and Monitoring
This will include institutional requirements, training, environmental management and monitoring.
During and after construction
Contractor The project proponent
Air Pollution Vehicles and machinery are to be regularly maintained so that emissions conform to National and State AAQ Standards.
Beginning with and continuing throughout construction
Contractor The project proponent
Noise Noise standard at processing sites, e.g. aggregate crushing plants, will be strictly enforced to prevent exceedances of GOI noise standards. Workers in vicinity of strong noise will wear earplugs and their working time should be limited as a safety measure.
Beginning and through construction
Contractor The project proponent
Solid waste Management
The waste generated from labour during construction shall suitably be collected and shall be disposed at suitable site.
Beginning and through construction
Contractor The project proponent
OPERATION PHASE
Air Pollution Afforestation programs – Tree Plantations.
After completion of construction
The project proponent
Noise The use of sound barriers or other measures should be considered where warranted. The public will be educated about the regulations of noise from vehicles
After completion of construction
The project proponent
Water management The water shall suitably be checked for various uses and shall be reported accordingly.
During operation The project proponent
Maintenance of Storm Water Drainage System
The urban drainage systems will be periodically checked and cleared so as to ensure adequate storm water flow.
Beginning and end of monsoon
The project proponent.
Waste Management The waste generated from toilets etc., shall be properly collected and shall be suitably disposed off.
During operation The project proponent
29
Topo Plan –5 Km Radius
SITE
30
Site Location & Setting for Park
Coimbatore
Site
Palladam
31
Annexure I
Land Use Area Break Up
Area Break up Area in Sq.m
h) Ground coverage area 144840.15
i) Road and Physical
Infrastructure Area
90122.76
j) Parking Area 32186.70
k) Landscaping area (33 % of
the total area)
212432.2
l) OSR area (11 % of the total
area)
70810.74
m) (STP & Solid waste storage
Area
12874.68
n) Others/Vacant 80436.79
Total Site Area 643704.02
Annexure II
Details of Parking
S.No Description
No. of
Parking
required
No. of
Parking
provided
Area
required per
unit (m2)
Area required
for parking (m2)
Area provided
for parking (m2)
1
Car
Parking 375 442 13.75 5156.25 6077.5
2
Two
wheeler 520 553 3 1560 1659
3 Truck 620 652 37.5 23250 24450
29966.25 32187
32
Annexure – III
WATER BALANCE CHART
Total Water Requirement : 0.4 MLD ; Source : NTADC-New Tirupur Area Development Corporation
Domestic Water Demand
290 KLD
STP Designed Capacity
240 KLD
Gardening
232 KLD
80% of total water demand
Sewage Generation
232 KLD
Treated Sewage Water
232 KLD
33
Annexure -IV
Design Calculation for Sewage Treatment Plant
Flow rate logistics:
Design capacity : 240.0 KLD
Operating Hours : 20 hrs
Average Flow Rate : 12.0 m3/hr
Quality logistics: S.No Description Unit Inlet Outlet Standards
1 pH - 6 .5- 8.5 6.5 – 7.5 5.5 – 9
2 TSS mg/l 150 – 250 <20 < 30
3 BOD mg/l 300 – 350 < 10 <20
4 COD Mg/l 600 - 700 < 100 < 250
5 Oil & Grease Mg/l 50 < 5 < 10
Bar Screen Chamber
Bar Screen Size - 2.1 m x 0.5 m x 1.6 m TH
Volume of Bar Screen Chamber V - 1.68 cum
Flow Rate Q - 12.0 cum/hr
Retention time T - V / Q
- 1.68/ 12
- 0.14 hrs
Standard retention hrs for Bar screen Chamber is 15 mins – 20 mins
Provided retention hrs is more than sufficient to recover coarse particles.
Hence the Bar Screen chamber is adequate
Sewage Collection tank:
Size of collection tank - 7.0 m x 7.0 m x 2.5 m SWD + 0.5 m FB
Volume of Collection tank V - 122.5 cum
Flow rate Q - 12.0 cum/hr
Retention time T - V / T
- 122.5 /12
- 10.20 hrs
Standard retention time for Collection tank is 8 – 10 hrs.
Air requirement for Sewage Collection sump = 80% of the volume of sewage collection sump.
Hence the air requirement = 0.8*122.5 = 98.0 m3/hr
Hence the considered sewage collection sump is adequate.
FBBR - AERATION TANK:
Size of Aeration tank - 5.3 m x 5.3m x 3.5m SWD + 0.5 m FB
Volume of Aeration tank V - 98.3 cum
Flow rate Q - 12.0 cum/hr
Volume of the Aeration Tank Required - BOD Load/(F/M * MLVSS)
BOD Load - 3.5 Kg of BOD per day
MLVSS - 80% of MLSS
MLSS - 3500 – 4000 PPM
34
F/M Ratio - 0.1 to 0.15
We have offered FBBR based Sewage Treatment Plant,
Standard Retention time for FBBR based STP is 6 hrs, but we have considered 8.2 hrs retention for
Aeration.
FBBR Media Specifications.
Color : Black
No. of. Pieces : 1, 00,000/-
Surface area : 500 m2/m3
Specific gravity : 0.94 gm/cc
Reduction of BOD : 84 kg of BOD / m3 volume of FBBR Media
Volume of Media required: 84 /6.0 = 14 m3
Air Blower Assume O2 requirement - 2 kg of O2/ 1 kg of BOD
- 1kg of BOD / 2 kg of O2
Assume BOD for sewage - 350 mg/l - 0.35 kg/m
3
BOD Load - 240 x 0.35
- 84.0kg of BOD/day
O2 requirement - 84 x 2
- 168 kg of O2/day
Oxygen transfer @ 16% of SOTR - 168 / (0.16 x 0.23x 0.65 x 0.95)
- 168 / 0.023 = 7304.34
α = 0.65; β = 0.95
Density = 1.2 => 7304.34 / 1.2 - 6086.95 m3/day
Air requirement - 6086.95/ 24
- 253.623 m3/hr
The air requirement for Aeration system = 254 m3/hr @ 4.5 m Head
Secondary Settling Tank:
Average flow rate : 12.0 m3/hr
Size of the tank : 4.0 m x 4.0 m x 3.0 m SWD + 0.5 m FB
Volume of tank : 48 m3
Retention time : 48 /12.0
: 4.0 hrs
Standard Retention time for Secondary Settling 3 to 4 hrs, But we have considered 4.0 hrs of retention time.
Filter Feed Tank
Size of the Filter feed tank - 3.8 m x 3.8 m x 2.5 m LD + 0.5 m FB
Volume of Filter Feed tank V - 36.1 cum
Flow rate Q - 12.0 cum/hr
Retention time T - V / T
- 36.14 /12.0
- 3.0 hrs
Standard retention time for Filter Feed tank is 2.0 hrs
Provided retention hrs is > or = Standard retention hrs.
35
Pressure Sand Filter:
Flow rate Q : 12.0 cum/hr
Filtration rate for PSF (V) : 12 m3/m2 hr
Q : A x V
A : 12.0 / 12
: 0.1 SQ.M
D : 1.0 M
Diameter to be provided is 1000 mm
Height to be provided is 1500 mm.
Filtering media: Fine Sand / Silex
Supporting media: Gravels / Pebbles
Hence the size of the vessel is = 1000 mm dia x 1500 mm HOS
Provided diameter is > or = Standard diameter.
Activated Carbon Filter:
Flow rate Q : 12.0 cum/hr
Filtration rate for ACF (V) : 12 m3/m2 hr
Q : A x V
A : 0.12 / 12
: 0.1SQ.M
D : 1.0 M
Diameter to be provided is 1000 mm
Height to be provided is 2000 mm
Filtering media: Granular Activated carbon.
Supporting media: Gravels / Pebbles.
Hence the size of the vessel is = 800 mm dia x 2000 mm HOS
Provided diameter is > or = Standard diameter.
Sludge Holding Tank:
Size of Sludge Holding Tank - 5.0m x 5.0m x 2.0m SWD + 0.5m FB
Plant Capacity - 240 KLD
Inlet BOD - 350 mg/l
BOD Load - (240 * 350)/1000 = 84 kg/day
Sludge consistency - 0.01 (1.0%)
Volume of sludge generation - 30% of BOD load
30% of BOD Load - 0.3*84 = 25.2 Kg / day
- = 25.2 m3/day
Volume of the sludge tank - 50.0
The standard retention time of sludge holding tank will be 24 hrs / one day, But here we considered more
than storage of sludge generation.
Sludge will be dewatered by filter press.
The Air required for sludge Holding tank will be = 60.0 m3/hr
The Total Blower Capacity = 412 m3/hr @ 4.5 m Head
36
Annexure V
Solid Waste Generation
S.No No. of Occupants
Per capita
value
(kg/capita/day)
Total waste
(in kg/day) 1 5000 0.2 1000
Total solid waste generation for Institution as
per CPHEEO (kg/day) 1000 Assuming 60% of biodegradable waste
(kg/day) 600 Assuming 40% of Non biodegradable waste
(kg/day) 400
S.No. Particulars
Quantity
Kg/Day Method of Disposal
1
Biodegradable
600
Biodegradable waste will be
disposed to Municipality.
2
Non Biodegradable
400
The non-biodegradable waste
will be disposed to authorized
recycler.
3 Sludge from STP
30 Used as manure.
Annexure VI
Storm Water Drainage System & Estimated Cost
(a) Design Considerations
Designing of the storm water disposal system would be a key design aspect of the proposed
Park. Considering the topographic features and the levels at the site with the corresponding
off-site drainage network, a network of storm water drains parallel to the proposed road
network has been planned to drain the storm water
(b) Design Parameters
The following factors are taken into consideration for planning of the storm water drainage
system:
(i) The pattern of natural slope of the site, its extent and direction
(ii) Strom water drained towards the ponds, thus natural drainage system in the
downstream area
(iii) The road network system envisaged and level of the roads
37
(iv) The rain fall run off from plots/units, and other covered areas into catch basin
connected to branch drain laid along the road adjacent property line. The branch drain
carries the water into lateral, which in turn carries it to the trunk drain
(v) The rainwater from open spaces and from isolated places, flow over the ground
following the natural slope and get into the nearest drain through the vertical grating
(vi) As a camber of 2.5% on the pavement is provided, the runoff from the ROW shall
flow towards the drains provided at either side of road
(vii) For design of storm water drainage system for the park, following design parameters
are considered:
(AA) Rainfall Intensity: 35mm / hr for a return period of 2 years
(BB) Runoff factor: 60% runoff factor from the total area
(CC) Minimum gradient: 1 in 300
(DD) Minimum velocity: 0.6 m /sec
(c) Proposed Drainage System
(i) The network shall be designed to drain away the runoff from the plots and the roads
would comprise of open rectangular RCC drains with PCC floor
(ii) The storm water flow will finally drain into a lead off storm water drainage system
connected to the road system
Annexure VII
Calculation of Stack Height Diesel Generator Capacity 82.5 KVA -1 No
The minimum height of stack to be provided with each generator set can be worked
out by using the following formula:
H = h+0.2 x KVA
Where, H = Total height of stack in meter
h = Height of the building in meters where the generator set is installed
KVA = Total generator capacity of the DG set in KVA.
= 9.114 + 0.2 x 82.5
= 10.9304
Required Height of Stack =10.93 m, Hence Unit will provide 11 m height stack.
38
Annexure VIII
ENERGY CONSERVATION MEASURES
Energy conservation measures proposed are provision of Compact fluorescent lamps (CFL). The usage of
CFL will reduce the energy consumption substantially and reduce the indirect impact of emissions. Various
capacities of compact fluorescent lamps are available in the market. The equivalent CFL for incandescent
lamps are presented below.
CFL and Incandescent Lamp Capacities
Incandescent lamp capacity in
watts
CFL capacity with same lumens
in watts
20 5
28 7
36 9
40 10
52 13
60 15
75 20
100 26 – 29
150 38 – 42
250 - 300 55
Maximum utilization of natural light.
CFL Lighting fixtures will be used in common areas
Solar lighting for garden and open area
Solar water heaters for 20% of total hot water requirement
MEASURE DESCRIPTION ENERGY
SAVING METHODS
ENERGY SAVING
METHODS
Energy efficient equipment Internal lighting – Use of CFL
lighting
20% of normal operation by
using CFL lamps &
electronic ballast
Pumps 25% normal operation by
using VFD drive
Renewable Energy Solar street lighting 25% normal operation by
using solar street lights
Solar water heater 20% Normal operation by
using solar heater
39
Annexure IX
Environmental Management & Monitoring Plan
Sl.
No. Environment
Potential
Impact
Expected Source Of
Potential Impact Mitigation Measures Remark
1. Air
Environment
Dust
&
Gaseous
Emission
Construction Phase
Excavation of
construction material
Due to the operation of
construction equipments.
Water Sprinkling
will be done to
settle the dust
No dust as RMC
will be brought
Tin sheet will be
erected all around
Periodic
maintenance of
construction
equipments
Impact will
be confined
to short
duration
Operational Phase
Due to operation of DG
set.
DG set installed
with acoustic
measures
Generator exhaust
will be taken
above top level of
building as per
CPCB norms.
Not
significant
as DG set
would be
used as
emergency
power back
up.
2. Water
Environment
Ground
Water,
Surface
Water
&
Storm Water
Construction Phase
Waste water generated
from labor and other
constructional activities.
Sewage will be
discharged in to
Septic Tank/ Soak
Pit /
Operational Phase
Discharge of sewage
Discharge of storm water
Sewage will be
treated in STP.
Rainwater
Harvesting will be
done
Treated
sewage
water is
used for
gardening.
3. Noise
Environment
Noise
Emission
Construction Phase
Operation of construction
equipments and vehicle
movement during site
development
Use of well
maintained
equipment fitted
with acoustic
measures
Ear plugs/muffs
for the working
staffs
Use of well
maintained
equipment
fitted with
acoustic
measures
Ear
plugs/muffs
for the
working
staffs
Operation phase
Vehicles movement
Operation of DG set
Individual acoustic
enclosures will be
provided for DG
set
No impact.
40
4. Solid Waste Soil Construction Phase
Disposal of construction
debris
Domestic waste by
labours
Construction
debris will be
collected and
suitability used on
site as per
construction waste
management plan
Operation Phase The paper and the plastic
used at the individual
level.
Food Waste/Kitchen
Waste in the form of
garbage and rubbish.
Reuse/Recycle of
the paper and
plastic waste.
Planned system for
waste collection,
segregation, and
disposal.
Solid
Waste will
be disposed
as per
guidelines
of
Municipal
Corporatio
n
5. Ecology No significant
Impact
Construction Phase
Site Development during
construction
Existing trees will
be retained or
replanted as per
the landscape plan.
Operational Phase
Increase of green cover
Suitable green belt
will be developed
as per landscaping
plan at site.
6. Traffic
Pattern
Increase of
vehicular
movements
Construction Phase
Heavy Vehicular
movement at site
Heavy Vehicular
movement will be
restricted to
daytime only and
adequate parking
facility will be
provided.
--
Operational Phase
Traffic due to commercial
once the site is
operational
Vehicular
movement will be
regulated inside
the site with
adequate roads and
parking.
--
41
Annexure X – EMP BUDGET
S.No Description Capital Cost In
Lakhs
Operational Cost
In Lakhs Per Annum
1 Environmental Monitoring 10 3
2 Sewerage System (Sewerage Network, Lift Stations/Pumping
Stations, Sewage Treatment Plant , Treated Water -Recycling
Network)
189 15
3 Storm Water Drain Network)
1. Drainage (with and without cover (based on design))
2. Rain Water Harvesting Arrangement
277 10
4 Solid Waste Management 8 2
5 Green Belt Development 50 10
TOTAL 534 40
Annexure XI
DISCLOSURE OF CONSULTANT
42
Annexure XII
FIRE PROTECTION MEASURES
This is a brief description of a number of fire protection measures, which will be used in building.
1) Fire Alarm Systems
The purpose of a fire alarm system is to alert all the occupants of the building that an emergency of fire
exists so that such occupants may put into practice the measures required by the Fire Safety Plan. All fire
alarm systems shall be maintained in full operation condition at all times. There are two main types of fire
alarm systems namely, single-stage systems and two-stage systems.
A) A single-stage system sounds a general alarm throughout the facility that may require total evacuation of
the building. Operation of the fire alarm is activated by a manual pull station, heat detector, smoke detector
or a sprinkler head.
B) A two-stage fire alarm system is designed to allow staff to investigate and take appropriate action and
may require evacuation of the fire affected area. The general alarm or second signal is reserved as a clear
indication for complete evacuation of the building where this proves necessary.
2) Exits
An exit is that part of a means of egress that leads from the floor area it serves to a public thoroughfare or to
an approved open space. Walls, floors, doors or other means provide a protected path necessary for
occupants to proceed with reasonable safety to a place of refuge. Vertical shafts accessed from above or
below grade are protected from the remainder of the building provided the doors leading to the shaft are kept
closed.
3) Fire Department Access
Fire Department access allows fire fighters and their equipment to gain access to the building. Vehicles
parked in the fire route, excessive vegetation, snow and other forms of obstructions to access routes, fire
hydrants and fire department connections are not
permitted by the Fire Code. Maintaining fire department access is an ongoing matter, in addition, access into
a building requires consideration (ie. with a key box, through preplanning, etc.).
4) Portable Extinguishers
Portable extinguishers are intended as a first-aid measure to cope with fires of limited size. The basic types
of fires are Class A, B and C. Portable extinguishers are rated for the corresponding classes of fire.
5) Standpipe and Hose Systems
A standpipe system is an arrangement of piping, valves and hose outlets installed in a building or structure
in such a manner that water can be discharged through a hose and nozzle for extinguishment of fire. The
system is connected to a water supply, which permits an adequate supply of water to the hose outlets.
6) Automatic Sprinkler Systems
An automatic sprinkler system is a series of underground and overhead piping designed in accordance with
the fire protection engineering standards. The system is connected to a water supply such as a storage tank
or municipal water supply. The system includes a controlling valve, a series of sprinkler heads and a device
for actuating an alarm when the system is in operation. The system is usually activated by heat from a fire
and discharges water over the fire area.
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7) Water Supply
The total water supplies required for firefighting purposes may be supplied from various sources such as a
municipal water supply, storage tanks (elevated or underground), lakes, rivers, wells, swimming pools or a
combination of sources, and should be obtained within practical distances. Water supplies must be
accessible to firefighting equipment.
8) Fire Pumps
Fire pumps are used to ensure that the water required for fire fighting and automatic sprinkler and standpipe
and hose systems is available.
9) Emergency Power
Emergency power is required to ensure the continued operation of fire and life safety equipment and systems
in case of loss of normal power.
10) Emergency Lighting
Emergency lighting ensures that exits, corridors and principal routes providing access to exits are
illuminated in the event of loss of power.
Evacuation System
Successful and efficient evacuation depends on complete preplanning, organization, and supervision.
Planning includes these basic principles:
1. Building evacuation organization;
2. Evacuation policy and plans;
3. Detection and reporting (of fire or hazard);
4. Evacuation program coordination (of movement and evacuation);
5. Communication to direct movement and evacuation;
6. Inspection and evaluation.
Building evacuation and fire safety program
Written plan _ As soon as building occupancy begins, a written plan of fire and other emergency procedures
should be agreed upon by building management and responsible representatives of each building tenant.
The emergency evacuation plan should include:
1. An outline of the emergency evacuation organization plan and agreed-upon priorities, including
responsibilities and authorities. Building and tenant representatives should agree upon these.
2. Detection, emergency warning systems, and reporting procedures for fire and other hazards should be
provided.
3. Coordination of central building emergency evacuation control with assigned floor emergency evacuation
teams should provide for the orderly movement of persons. Pre-planning and “fire in progress” chain-of-
command instructions should be detailed, and each tenant should be required to acknowledge and comply.
4. In addition to a suitable and effective fire-detection system (automatic)
5. Building management and tenants should cooperate in an education and training program for all
emergency floor-evacuation teams, employees, and building visitors. This should include a system of
personal instruction for all building inhabitants and proper posting of instructions, placards, and evacuation
diagrams at strategic locations on every floor. Emergency fire procedure information should be prominently
posted in corridors.
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6. One individual will be designated to establish a program, including proper documentation for regular
inspections and follow-up to maintain the detection and communication system in the best operating
condition.
7. An evacuation drill program will be established that will include periodic practice of movement of
occupants to refuge areas.
Annexure XIII
FIRST AID FACILITY PROVIDED
THE EMERGENCY CONTACT NUMBERS HAVE BEEN DISPLAYED AS “Notice” in all prominent
places of the Site.
The Site is well equipped with first aid kits and posters demonstrating first aid activities and response to
emergencies. First aid kits are located at strategic points of the Site.
Proper training will be provided to personnel on first aid and on how to respond in case of accidents &
emergencies.
ANNEXURE X IV
TRAFFIC MANAGEMENT PLAN
PROPOSED PARKING PLAN
S.No Description
No. of
Parking
required
No. of
Parking
provided
Area
required per
unit (m2)
Area required
for parking (m2)
Area provided
for parking (m2)
1
Car
Parking 375 442 13.75 5156.25 6077.5
2
Two
wheeler 520 553 3 1560 1659
3 Truck 620 652 37.5 23250 24450
29966.25 32187
TRAFFIC MANAGEMENT PLAN
The Industrial Park has proposed to provide separate entry and exit gateway which is a one-way
drive way to prevent traffic congestion of entry and exit vehicles at the entrance.
A 7.2m wide vehicular access way connecting to the roads.
To establish smooth entry and exit of vehicles, suitable geometry shall be provided at the gates. This
ensures smooth transition for merging of vehicles.
All the gates shall be manned with efficient security who can guide the entry and exit of vehicles.
Barriers are created at suitable location for speed control.
Adequate sign and guide posts for traffic as per IRC (Indian Road Congress)
Road marking, stop lines, parking lanes, slot numbers; etc will be clearly painted so as to guide the
vehicles.
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INFRASTRUCTURE COMPONENTS PLANNED
S. No Infrastructure Components
1 Plots for production
Activities
Industrial plots
2 Common Infrastructure Road Network with Street Lighting
Water Supply System
Storm Water Drainage System
Sewage Treatment Plant
Electrical Distribution System
Landscaping
3 Social Infrastructure Fire Fighting
Hospital
Crèche
Hostel Block
4 Common Industrial
Infrastructure
Industrial Super Market
Common Ware house
5 Common Amenities Administrative Block
Training & Testing Centre
Canteen
Training Centre
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RECENT PHOTOGRAPH
47
48
49
MATER PLAN
50
DD – SCAN COPY
Risk Assessment
Risk analysis involves the identification and assessment of risks the persons involved in the
proposed project and the neighboring populations are exposed to as a result of hazard
occurrence. This requires a thorough knowledge of failure probability, credible accident
scenario, vulnerability of population etc. Much of this information is difficult to get or
generate. Consequently, the risk analysis is often confined to maximum credible accident
studies.
In the sections below, the identification of various hazards, probable risks in the proposed
project, maximum credible accident analysis and consequences analysis, which give a broad
identification of risks involved, are addressed. Based on the risk estimation for fuel storage,
a Disaster Management Plan (DMP) has been presented.
Approach to the study
Risk involves the occurrence or potential occurrence of some accidents consisting of an
event or sequence of events. The risk assessment study covers the following:
Identification of potential hazard areas;
Identification of representative failure cases;
Visualization of the resulting scenarios in terms of fire (thermal radiation) and
explosion;
Assessment of the overall damage potential of the identified hazardous events and
the impact zones from the accidental scenarios;
Assessment of the overall suitability of the site from hazard minimization and
disaster mitigation points of view;
Furnishing specific recommendations on the minimization of the worst accident
possibilities; and
Preparation of broad Disaster Management Plan (DMP), On-site and Off-site
Emergency Plan, which includes Occupational and Health Safety Plan.
Hazard Identification
Identification of hazards in the proposed project is of primary significance in the analysis,
quantification and cost effective control of accidents involving HSD. A classical definition of
hazard states that hazard is in fact the characteristic that presents potential for an accident.
Hence, the components of the proposed project need to be thoroughly examined to assess
their potential for initiating or propagating an unplanned event/sequence of events, which
can be termed as an accident. The following two methods for hazard identification have
been employed in the study:
Identification of major hazardous units based on Manufacture, Storage and Import
of Hazardous Chemical Rules, 1989 of Government of India (GOI rules, 1989); and
Identification of hazardous units and storage units in IT/ITES SEZ based on relative
ranking technique, Fire Explosion and Toxicity Index (FE&TI)
Identification of major hazardous units
Hazardous substances may be classified into three main classes such as flammable
substances and unstable substances and toxic substances. The ratings for a large number of
chemicals/substances based on flammability, reactivity and toxicity have been given in
NFPA Codes 49 and 345 M. In the proposed project, 2X 20 KL of HSD will be stored for
generation of power in case of power failure from TNEB. The details of HSD storage and its
classification as per GOI rules are given in table 1. Hazardous characteristics of the major
flammable materials and chemicals that are employed in different processes and storages
are listed in table 2
Table 1- Applicability of GOI rules to fuel
S.No Chemical / Fuel Listed in schedule Total quantity Threshold quantity (T) for
application of rules
5,7-
9,13-15
10-12
1 HSD 3(1) 2 x 20 KL 25 MT 200 MT
Table 2- Properties of storage fuels.
Chemical/Fuel
Codes/Label TLV FBP MP FP UEL LEL
⁰C %
HSD Flammable 5mg/m3 369 338 32.96 7.5 0.6
TLV : Threshold Limit Value FBP : Final Boiling Point