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TRANSCRIPT
ANDAMAN AND NICOBAR ISLANDS
INTEGRATED DEVELOPMENT
CORPORATION (ANIIDCO)
MARCH 2019
Environmental Management Plan
for Premium Island Resort at Lalaji
Bay, Long Island
76 C, Institutional Area, Sector 18,
Gurugram - 122015, Haryana
Sl. No. 163, NABET Accredited Consultant
Ministry of Water Resources, River Development &
Ganga Rejuvenation
ANIIDCO Premium Island Resort At Lalaji Bay, Long Island
WAPCOS Limited 1
CONTENTS
Sl.No Description Page No.
1. Project Background 2
2. Project Components 2
3. Need for Environment Management Plan 3
4. Environment Management Plan 3
5. Safety practices during construction 17
6. Environmental Monitoring Programme 18
7. Corporate Environment Responsibility (CER) 25
8. Cost Estimates for Environmental Management Plan 25
9. Photo Gallery 27
Annexure-1: NABET Accreditation certificate
ANIIDCO Premium Island Resort At Lalaji Bay, Long Island
WAPCOS Limited 2
ENVIRONMENTAL MANAGEMENT PLAN FOR PREMIUM ISLAND RESORT AT LALAJI
BAY, LONG ISLAND, ANDAMAN AND NICOBAR ISLANDS
1. Project Background
Long Island is located in the Middle Andaman district, nearly 12.5 kms from the nodal town
of Rangat. Long Island has a significant history. Being a former focal area of timber logging
and plywood factory, the island, until 1989-90 was the headquarters of the Divisional Forest
Office. The island had once been the timber extraction point for the Forest Department as
well as for timber Industries. Subsequently infrastructure had been developed on the island
to enhance connectivity, basic services and social welfare of the workers. Forest quarters
and residential units for industrial workers were setup in the island. In 2001, the Hon.
Supreme Court imposed a ban on timber extraction, leading to shutdown of timber extraction
in Long Islands. Long Island has two villages – Long Village at its southern edge and
Sigmundera in the middle part of the island.
NITI Aayog, the premier policy ‘think-tank’ for the Government of India, intends to implement
the process of holistic development of Indian Islands of Andaman & Nicobar and
Lakshadweep. NITI Aayog has entrusted Andaman and Nicobar Islands Integrated
Development Corporation Limited (A Government Undertaking) as a Nodal body for
development of Andaman & Nicobar Islands under PPP mode and IPE, Global for Expert
technical assistance. ANIIDCO with the technical expertise of IPE, Global Limited identified
Long Island as an existing bag packer’s destination with potential to support perfect luxury
tourism development and prepared a Report on Infrastructure requirement and Management
Measures for Premium Island Resort at Lalaji Bay, Long Island.
ANIIDCO on behalf of NITI Aayog has entrusted WAPCOS Limited., a government of India
Undertaking under Ministry of Water Resources, River Development and Ganga
Rejuvenation and a NABET Accredited EIA Consultant for Building and Construction
Projects as a consultant for preparation of Environment Management Plan (EMP) for
obtaining integrated EC and CRZ clearance for Premium Island Resort at Lalaji Bay, Long
Island.
2. Project Components
The proposed project of development of Premium Island Resort at Lalaji Bay, Long Island
broadly includes the following components listed in Table-1 spread over an area of 42.2 ha
(39,600 sqm proposed built up area) at an envisaged capital cost of Rs.379 Crore.
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Table-1: Project Components
Sl.No Component Description
1. Resort Rooms 220 Keys
2. Floating Jetty 1 No
3. Desalination Plant with sea
water intake and outfall
arrangements
Capacity of 240 KLD. Sea water will be drawn from
intake well located at a distance of 400m from the
shore at a depth of 20m with 2.5m diameter. The
outfall pipe is 600m from the coast line. Both the
Intake and Outfall pipe diameter of will be 150mm.
4. Sewage Treatment Plant 255 KLD
5. Solar Power Plant 2.4 MW
6. Diesel Power Plant 0.6 MW
7. Rain Water Harvesting 76 ML per Annum
3. Need for Environment Management Plan
All the development activities have some impact on environment, ecology and social
aspects. Environmental Management Plan (EMP) enumerates set of measures to be
adopted to minimize the adverse impacts. The most reliable way to ensure the
implementation of EMP is to integrate the management measures in various phases of
project development.
The measures include minimize the negative impacts or enhancement of positive impact due
to the project as found appropriate to the nature of impacts and are categorized as below:
Environmental Management Plan (EMP) for construction phase.
Environmental Management Plan (EMP) for operation phase.
The various aspects to be covered in the above referred categories are listed in the following
paragraphs.
Environmental Management Plan (EMP) for construction phase
The various aspects to be covered as a part of EMP during construction phase are:
Land Environment
Water Environment
Restoration and landscaping of project area
Air pollution
Noise control measures.
Energy conservation measures
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Public Health
Bio-diversity conservation
Environmental Management Plan (EMP) for operation phase
The various aspects to be covered as a part of EMP during construction phase are:
Treatment of liquid waste
Rain water Harvesting system
Noise control measures
Solid Waste Management
Greenbelt development
Energy conservation measures
Bio-diversity conservation
4. ENVIRONMENTAL MANAGEMENT PLAN (EMP)
4.1 Environmental Management Plan (EMP) For Construction Phase
4.1.1 Land Environment
All the construction activities shall be carried out within the project area. Preparation of site
will involve excavations and fillings. The earthen material generated during excavations and
site grading periods, shall be properly dumped and slope stabilization shall be taken. The
topsoil generated during construction shall be used for filling the low level area and will be
reused for plantations within the proposed project site.
The natural drainage pattern shall not be disturbed as far as possible. The approach road to
project site shall be appropriately widened and strengthened to facilitate vehicular
movement. The greenbelt area shall be delineated before start-up of earthwork and tree
plantation shall be taken up during construction stage itself.
Soil Erosion Control
The runoff from the construction site shall mainly consist of high suspended solids. It is
proposed to channelize the surface runoff through garland drains around the construction
site. The collected water can be stored in a storage pond, which will also act as storage
pond as well. The capacity of the storage tank shall be based on the natural rainfall in the
area. The decanted water form the tank can be reused for spray of unmetalled stretches of
roads or stock piles of construction material. During monsoon months, the garland drain
shall carry monsoon runoff. In rest of the year, however, the drain shall remain dry or carry
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very little runoff. The silt settled in the drain can be periodically cleaned and used for land
filling or disposed along the construction waste material
Prevention of soil contamination
Vehicle/machinery and equipment operation, maintenance and refueling will be carried out in
such a fashion that spillage of fuels and lubricants does not contaminate the ground. Oil
interceptors will be provided for vehicle parking, wash down and refueling areas within the
construction camps. Fuel storage will be in proper bunded areas. All spills and collected
petroleum products will be disposed off in accordance with CPCB guidelines.
Solid waste management
The labour colonies will generate substantial amount of municipal wastes. In view of the
condition that normally exists in the labour camps of such projects, the solid waste is likely to
contain mainly vegetable waste followed by paper cans and glasses. About 300 persons are
likely to congregate during the construction phase at various construction sites resulting in
generation of about 0.06 tonnes of solid waste/day. Adequate facilities for collection and
conveyance of municipal wastes generated to the disposal site shall be developed. A
budgetary provision of Rs.26 Lakh shall be earmarked for solid waste management. The
breakup of budget is shown in table-2.
Table-2:Budget Breakup for solid waste management
S. No. Item Cost
(Rs. lakhs)
1. Two Trailer for conveyance of solid waste to landfill site @ Rs. 5 Lakh 10.00
2. Manpower cost for 2 persons @ Rs. 10,000/ month for 3 years
including 10% escalation/year
8.00
3. Awareness programme 4.00
4. Tools & Implements 2.50
5. Yard lighting maintenance store room lighting, Monitoring station
@5000/ fixture x 10'
0.50
6. Periodical Training & Medical Checkup 1.00
Total 26.00
4.1.2 Water Environment
The major source of water pollution in the construction phases is the sewage generated by
the workers. During construction phase about 0.03 MLD of sewage is expected to be
generated. The sewage generated shall be treated in septic tank.
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FACILITIES IN LABOUR CAMPS
a) Housing
The aggregation of about 250-300 workers in the project area during the construction is
envisaged. The aim of the EMP is to minimize these stresses. The contractor should ensure
the housing facilities for the laborers with minimum impacts on the surrounding environment.
b) Water supply
Appropriate water supply sources need to be identified. Proper infrastructure for storage and
if required treatment e.g. disinfection or other units, should also be provided.
c) Septic Tank
One community toilet needs to be provided for 20 persons. The sewage from the community
toilets can be treated in a septic tank. The treated effluent can be used for meeting irrigation
requirements of areas being afforested under greenbelt development. The total cost required
shall be Rs.55 lakh. The details are given in Table-2 below.
Table-2 Cost estimate for sanitation facilities in labour camps
Item Unit Number Total cost
(Rs. lakh)
Community toilet Rs.1,00,000/community toilet 30 30.0
Septic tank Lump sum 25.0
Total 55.0
d) Provision of Free Fuel
The project proponents in association with the Andaman and Nicobar Administration shall
make necessary arrangements for supply of kerosene/LPG. The fuel would be supplied at
subsidized rates to the local/contract labour for which provision should be kept in the cost
estimate. The cost required for LPG distribution shall be Rs.24 lakh (Refer Table-3)
Table-3 Cost estimate for LPG distribution
No. of
Employees
No. of
Years
Escalation Annual requirement @
1cylinder per five
persons per month
(No. of cylinders)
Total Cost @
Rs.1000 /cylinder
(Rs. lakh)
300
3 10 % per
Year 720 24.00
4.1.3 Restoration and landscaping of project area
The construction of the proposed project would disturb the existing topography and
physiography. Although no major alteration of the area is expected as the layout has been
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so conceived that no major impacts on this account are anticipated. It is proposed to
landscape the area, so that it integrates with the natural surroundings. It is proposed to clear
construction waste material from entire area. It should be made mandatory for the contractor
involved in construction activities to remove all the construction waste and restore the
original topography of the area. In addition, following measures are recommended.
Garden Complex: A garden/park with local ornamentation plants and trees shall be created
in the project area. All plants will be properly labeled with scientific and/or common names.
Landscaping: Various locations in the project area will be leveled / graded by constructing a
series of benches. The walls that will be constructed for containing the slope will be
embedded with local stone to integrate with the aesthetics of the area. An amount of Rs.20
Lakh has been earmarked for restoration and landscaping (art work and similar activities) of
project site.
4.1.4 Air pollution
a) Control of Emissions
Minor air quality impacts will be caused by emissions from construction vehicles, equipment
and DG sets, and emissions from transportation traffic. Frequent trips will be required during
the construction period for removal of excavated material and delivery of concrete and other
equipment and materials. The following measures are recommended to control air pollution:
The contractor will be responsible for maintaining properly functioning construction
equipment to minimize exhaust.
Construction equipment and vehicles will be turned off when not used for extended
periods of time.
Unnecessary idling of construction vehicles to be prohibited.
Effective traffic management to be undertaken to avoid significant delays in and
around the project area.
b) Air Pollution control due to DG sets
The Central Pollution Control Board (CPCB) has issued emission limits for generators upto
800 KW. The same are outlined in Table-4 below, and are recommended to be followed.
Table-4: Emission limits for DG sets prescribed by CPCB
Parameter Emission limits (gm/kwhr)
NOx 9.2
HC 1.3
CO 2.5
PM 0.3
Smoke limit* 0.7
Note : * Light absorption coefficient at full load (m-1)
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The above standards need to be followed by the contractor operating the DG sets.
Noise from the DG set should be controlled by providing an acoustic enclosure or by
treating the enclosure acoustically.
The Acoustic Enclosure should be made of CRCA sheets of appropriate thickness
and structural/ sheet metal base. The walls of the enclosure should be insulated with
fire retardant foam so as to comply with the 75 dB(A) at 1m sound levels specified by
CPCB, Ministry of Environment and Forests.
The acoustic enclosure/acoustic treatment of the room should be designed for
minimum 25 dB(A) Insertion Loss or for meeting the ambient noise standards,
whichever is on the higher side.
The DG set should also be provided with proper exhaust muffler to attenuate noise
level by atleast 25 dB(A).
Efforts will be made to bring down the noise levels due to the DG set, outside its
premises, within the ambient noise requirements by proper siting and control
measures.
A proper routine and preventive maintenance procedure for the DG set should be set
and followed in consultation with the DG set manufacturer which would help prevent
noise levels of the DG set from deteriorating with use.
Technical Specification for Acoustic Enclosure
The acoustic enclosure will be of free standing, floor mounting type integral with the DG set.
The enclosure will be provided with rugged heavy-duty structural steel base frame with
chequered plate flooring on which the DG set is to be mounted. The enclosure will be
prefabricated factory – built and modular in construction, so that it can be easily assembled
at site around the DG set. The enclosure will consist of acoustically treated panels housed in
rugged steel frames, which will be bolted together to from the body of the enclosure. Sliding
doors will be provided, on either side, which will also be acoustically treated, thereby
providing easy access to the DG set while minimizing the operating space requirements. The
construction of the acoustic enclosure will be such that with both the acoustic doors open on
the either side, full access is available to the engine and attenuator. For fresh air inlet into
the system a parallel baffle air inlet silencer will be provided.
Additionally, to augment the fresh air inlet requirements, a forced air ventilation duct with
associated silencer will be provided above the alternator. For hot air discharge, an acoustic
discharge plenum will be provided in front of the engine radiator, for discharge of hot air into
the surroundings through a parallel baffle air outlet silencer. The enclosure will have suitable
openings in the roof module for exhaust piping. Acoustic enclosure Designed to meet
stringent MoEF/ CPCB norms of 75 dBA at 1mtr at 75% load under free field conditions.
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Design Features of Acoustic Enclosure
- Silencer suitably optimized to meet stringent sound emission standards laid down by
MoEF / CPCB
- Base rail with integral fuel tank (285 liters capacity) is provided with drain plug, air
vent, inlet and outlet connection, level indicator, manhole etc.
- 2 x 12 V dry, uncharged batteries with connecting leads and terminals Acoustic
enclosure
- Specially designed to meet stringent MoEF/ CPCB norms of 75 dBA @ 1mtr at 75%
load under free field conditions
- Designed to have optimum serviceability
- Air inlet louvers specially designed to operate at rated load even at 500C air inlet
temperature
- Made on special purpose CNC machines for consistency in quality and workmanship
- Powder coated for long lasting service life and superior finish With UV resistant
powder coating, can withstand extreme environments
- Use of stainless steel hardware - Insulation material meets exacting IS 8183 specs for
better attenuation
The measures to control air pollution form DG sets are recommended as below:
Location of DG sets and other emission generating equipment should be decided
keeping in view the predominant wind direction so that emissions do not effect
nearby residential areas.
Stack height of DG sets to be kept in accordance with CPCB norms, which
prescribes the minimum height of stack to be provided with each generator set to
be calculated using the following formula:
H = h+0.2x √KVA
H = Total height of stack in metre
h = Height of the building in metres where the generator set is installed
KVA = Total generator capacity of the set in KVA.
c) Dust Control
The project authorities will work closely with representatives from the community living in the
vicinity of project area to identify areas of concern and to mitigate dust-related impacts
effectively (e.g., through direct meetings, utilization of construction management and
inspection program, and/or through the complaint response program). To minimize issues
related to the generation of dust during the construction phase of the project, the following
measures have been identified:
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Identification of construction limits (minimal area required for construction activities).
When practical, excavated soils will be removed as the contractor proceeds along the
length of the activity.
Excessive soil on paved areas will be sprayed (wet) and/or swept and unpaved areas
will be sprayed and/or mulched.
Contractors will be required to cover stockpiled soils and trucks hauling soil, sand,
and other loose materials (or require trucks to maintain at least two feet of
freeboard).
Contractor shall ensure that there is effective traffic management at site. The number
of trucks/vehicles to move at various construction sites to be fixed. Three personnel
will be earmarked for this purpose.
Dust sweeping - The construction area and vicinity (access roads, and working
areas) shall be swept with water sweepers on a daily basis or as necessary to ensure
there is no visible dust. Three sweepers will be earmarked for this purpose. The
Budgetary cost is given in table-5.
Table-5: Budgetary Cost for Dust Sweeping
Sl.No Activity Total cost (Rs. lakh)
1. 3 Sweepers @ Rs.10,000/- per month for 3
years including 10% escalation per Year
12.00
4.1.5 Noise control measures
The contractors will be required to maintain properly functioning equipment and comply with
occupational safety and health standards. The construction equipment will be required to
use available noise suppression devices and properly maintained mufflers.
Vehicles to be equipped with mufflers recommended by the vehicle manufacturer.
Staging of construction equipment and unnecessary idling of equipment within noise
sensitive areas to be avoided whenever possible.
Use of temporary sound fences or barriers to be evaluated.
Notification will be given to residents residing within 300 feet (about 90 m) of major
noise generating activities. The notification will describe the noise abatement
measures that will be implemented.
Monitoring of noise levels will be conducted during the construction phase of the
project. In case of exceeding of pre-determined acceptable noise levels by the
machinery will require the contractor(s) to stop work and remedy the situation prior to
continuing construction.
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The following Noise Standards for DG sets are recommended for the running of DG sets
during the construction:
The maximum permissible sound pressure level for new diesel generator sets with
rated capacity upto 1000 KVA shall be 75 dB(A) at 1 m from the enclosure surface.
Noise from the DG set shall be controlled by providing an acoustic enclosure or by
treating the enclosure acoustically.
The Acoustic Enclosure shall be made of CRCA sheets of appropriate thickness and
structural/ sheet metal base. The walls of the enclosure should be insulated with fire
retardant foam so as to comply with the 75 dB(A) at 1m sound levels specified by
CPCB, Ministry of Environment and Forests.
The acoustic enclosure/acoustic treatment of the room shall be designed for
minimum 25 dB(A) Insertion Loss or for meeting the ambient noise standards,
whichever is on the higher side.
The DG set should also be provided with proper exhaust muffler with insertion loss of
minimum 25 dB(A).
Proper efforts to be made to bring down the noise levels due to the DG set, outside
its premises, within the ambient noise requirements by proper siting and control
measures.
A proper routine and preventive maintenance procedure for the DG set should be set
and followed in consultation with the DG set manufacturer which would help prevent
noise levels of the DG set from deteriorating with use.
Noise due to crushers
Based on literature review, noise generated by crushers is in the range of 79-80 dB(A) at a
distance of 250 ft or 80 m from the crusher. Thus, noise level at a distance of 2 m from the
crusher shall be of the order of 110 dB(A). The exposure to labour operating in such high
noise areas shall be restricted upto 30 minutes on a daily basis. Alternatively the workers
need to be provided with ear muffs or plugs, so as to attenuate the noise level near the
crusher by atleast 15 dB(A). The exposure to noise level in such a scenario is limited upto 4
hours per day.
It is known that continuous exposure to noise levels above 90 dB(A) affects the hearing of
the workers/operators and hence has to be avoided. Other physiological and psychological
effects have also been reported in literature, but the effect on hearing acuity has been
specially stressed. To prevent these effects, it has been recommended by international
specialist organizations that the exposure period of affected persons be limited as specified
by Occupational Safety and Health Administration (OSHA) in Table-6.
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Table-6: Maximum Exposure Periods specified by OSHA
Maximum equivalent continuous noise level
dB(A)
Unprotected exposure period per day for 8
hrs/day and 5 days/week
90 8
95 4
100 2
105 1
110 ½
115 ¼
120 No exposure permitted at or above this level
4.1.6 Energy Conservation
Energy conservation measures would be implemented to ensure that the use of non-
renewable resources is minimized. A key component of achieving energy conservation
would be the development of an Energy Management Action Plan. This plan would be
included as part of the Construction and Operational EMPs. The Energy Management Action
Plan would be consistent with the energy conservation measures during both construction
and operation phase.
The following energy conservation measures would be undertaken during construction
works:
Efficient work scheduling and methods that minimize equipment idle time and
double handling of material
Throttling down and switching off construction equipment when not in use
Switching off truck engines while they are waiting to access the site and while
they are waiting to be loaded and unloaded
Switching off site office equipment and lights and using optimum lighting intensity
for security and safety purposes
Careful design of temporary roads to reduce transportation distance
Regular maintenance of equipment to ensure optimum operations and fuel
efficiency
The specification of energy efficient construction equipment.
An amount of Rs.30 lakhs should be earmarked for implementation of Energy Conservation
Measures.
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4.1.7 Public Health Facilities
About 275 labour and 25 technical staff is likely to be deployed during the peak construction
phase. In the project area, there are no hospitals with adequate health care facilities.
However, it is proposed to develop 1 first-aid posts manned by a doctor each and support
staff is recommended to be developed during construction phase. The first-aid posts should
be located such that they are close to construction sites.
A. The para-medical staff required for assistance is given in Table-7.
Table-7: Details of Para-medical staff to be deployed
Para medical staff Number
Auxiliary Nurse 2
Attendant 1
Total 3
Infrastructure
First-aid post: A semi-permanent building shall be constructed for the first-aid post. These
posts will have the following facilities:
- First aid post with essential medicines including ORS packets.
- First aid appliances , splints and dressing material
- Stretcher, wheel chair etc.
Budgetary Cost
The costs estimated as below are tentative in nature and indicate the order of expenditure
likely to accrue.
A. Expenditure on salaries
Table-8: Expenditure on salaries
Post Number Monthly emoluments (Rs.) Annual expenditure (Rs.)
Nurse 2 30,000 7,20,000
Attendants 1 10,000 1,20,000
Total 8,40,000
B. Expenditure on Material and Supplies
First-Aid Posts – 3.6 Lakh / year
C. Infrastructure
An amount of Rs.10.00 lakhs can be earmarked for construction of first aid at
construction sites.
The total expenditure for implementation of various public health measures shall be about
Rs.22 lakhs.
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4.1.8 Biodiversity Conservation
Mitigation measures
Monitoring of turbidity must be regulated at proper intervals at every high and low
tides, and piling activities should be avoided in case of any high turbidity indications
than the predicted values.
Monitoring of nutrient levels including micro and macro algal blooming symptoms
during the entire period of construction must be ensured.
In case of any such symptoms, suitable changes in the construction activities
(including stopping pilling activities) for short durations must be implemented.
However, there will be not by issues in continuing above water construction activities
during those phases.
Regulated loading of pilling materials in the planned tract must be ensured without
causing much damage to adjacent 100 m grids, i.e, only the grids with the planned
tract of laying inlet and outlet pipes can only be used for the transportation purpose of
piling and construction materials.
Should avoid any disposal of solid wastes including of construction materials in and
around the planned tracts so as to reduce solid waste accumulation in the mangrove
area.
Monitoring of the coral reefs area of the region during dry and wet seasons should be
continued so as to ensure the health of the coral reef in the region.
A short term awareness session must be conducted to the laborer involved in
construction of the inlet and outlet pipes before the start of the project so as to
ascertain the importance of coral resources and to conserve coral reefs its habitat.
4.2 Environmental Management Plan (EMP) For Operation Phase
4.2.1 Treatment of liquid wastes
It is estimated that about 255 KLD waste water will be generated from the proposed project
during operation phase. The sewage is to be treated in the Sewage Treatment Plant (STP).
The treated sewage will be reused for flushing, horticulture purpose and AC make up. The
treated water will be stored in Under Ground Tank (UGT) and then pumped to main
distribution ring from where it will go to different terrace storage tanks proposed on the
terrace for flushing purpose, on the terrace of all the buildings. The separate storage tanks,
pumps, distribution pipe lines, terrace storage tank, separate flushing plumbing water line
inside the building will be provided for this system suitably.
4.2.2 Rain Water Harvesting System
Roof drainage will be through gutter/down take pipe. Rain water from roof will be collected in
the ground ferro cement tanks situated within clusters or individual keys.
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4.2.3 Noise control measures
During operation phase, the major source of noise would be the increased vehicular
movement. The operating standard in this project is the noise level in the Silence Zone is an
area comprising of not less than 100 m around hospitals, educational institutions, court,
religious places or any other area which is declared as such by the competent authority. The
permissible Noise level for Silence Zone are 50 dB(A) in day time (6 AM to 10 PM) and 40
dB(A) in night time (10 PM to 6 AM). Appropriate measures shall be taken by the Proponent
to maintain the prescribed noise level.
4.2.4 Solid Waste Management
For solid waste treatment and management, it is extremely critical to provide the projects
with efficient infrastructure for solid waste management. An Integrated Solid Waste
Management (ISWM) plan shall be prepared for its implementation on site. The ISWM plan
would elaborate on the following strategies:
Primary and secondary collection of segregated solid waste.
Hygienic and safe transfer of collected solid waste for reuse/treatment.
The treatment plan of bio-degradable waste.
Possible recycling, or down-cycling, or up-cycling of the solid waste.
Transfer and/or transporting of waste – non-recyclable/recyclable/Medical Waste/E-
Waste to the SPCB licensed vendors.
For solid waste management, project proponents would have to comply with the following
waste management rules during operation phase:
Plastic Waste Management Rules, 2016.
E-waste (Management) Rules, 2016.
Bio-Medical Waste Management Rules, 2016.
Hazardous and Other Wastes (Management and Transboundary Movement) Rules,
2016.
Solid Waste Management Rules, 2016.
An amount of Rs.20 lakh / year shall be earmarked for implementation of solid waste
Management Measures.
4.2.5 Greenbelt development
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It is proposed to develop greenbelt around the perimeter of project site, selected stretches
and along the boundary.
The general consideration involved while developing the greenbelt are:
- Local/nature trees growing upto 10 m or above in height with perennial foliage
shall be planted.
- Generally fast growing trees shall be planted
- Since, the tree trunk area is normally devoid of foliage upto a height of 3 m, it
may be useful to have shrubbery in front of the trees so as to give coverage
to this portion.
The plantation shall be at a spacing of 2.5 * 2.5 m. About 1000 trees should be planted. The
plantation and maintenance of the plantation area shall also be done by the project
proponents in association with the local horticulture department State Government. An
amount of Rs. 5 Lakh can be earmarked for this purpose. The selection of species for
greenbelt development shall be done in consultation with the local horticulture department.
4.2.6 Energy Conservation Measures
The following energy conservation measures would be implemented during operation phase:
Use of CFL lights up to maximum possible extent.
Awareness about the use of CFL lights by locals.
Employing renewable energy sources such as day lighting and passive solar
heating.
Optimizing building performance and system control strategies, such as
controlling lights with occupancy sensors and controlling comfort.
Maximizing the use of solar power for signage and pedestrian lighting.
An amount of Rs.5 lakh / year has been earmarked for implementation of Energy
Conservation Measures.
4.2.7 Biodiversity Conservation
Monitoring of mangrove and coral reefs around the area at every alternate year has
to be ensured so as to assess the health of the coral reefs including the changes in
species composition, so as to ensure the food sources for associated organisms.
Restoration of mangrove beds in the denuded areas has to be taken up as CSR
activity besides taking up the mangrove restoration activities in the coastal areas so
as to ensure the coastal protection and also seabed stabilization.
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Consult with local communities to encourage their active participation in conservation
efforts and establish education, awareness and information programmes for the local
fisher folk.
Make provisions to appoint couple of Marine Biologist in the environmental
monitoring team so as to ensure the day to day monitoring of coral reefs and
mangrove ecosystem around the project site.
5. Safety practices during construction
The Contractor is required to comply with all the precautions as required for the safety of the
workers as per the International Labour Organisation (ILO) Convention No. 62 as far as
those are applicable to this contract. The contractor will supply all necessary safety
appliances such as masks, ear plugs, etc., to the workers and staff. The contractor shall
comply with all regulation regarding, working platforms, excavations, trenches and safe
means of entry and egress.
Occupational health and safety at construction site
• Provide personal protective equipment to the labours.
• Ensure the labours are trained to work on the specific project.
• For untrained labour – training should be provided before permission to work on the
site.
• The contractor shall provide, if required, erect and maintain necessary (temporary)
living accommodation and ancillary facilities during the progress of work for labour to
standards and scales approved by the Engineer- In charge.
• Contractor shall follow all relevant provisions of the Factories Act, 1948 and the
Building & other Construction Workers (Regulation of Employment and Conditions of
Service) Act, 1996 for construction & maintenance of labor camp.
• The contractor shall arrange for a readily available first aid unit including an adequate
supply of sterilized dressing materials and appliances as per the Factories Rules in
every work zone, Availability of suitable transport at all times to take injured or sick
person(s) to the nearest hospital
• Always maintain a fully equipped first aid box in the construction camp.
Some of the safety sign boards to be displayed at construction site are as follows;
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6. Environmental Monitoring Programme
Environmental Monitoring is an essential tool in relation to environmental management as it
provides the basis for rational management decisions regarding impact control.
Environmental monitoring shall be performed during construction, commissioning, and
operation phases to ensure that the adverse impacts have been mitigated efficiently and to
verify the impact predictions. The monitoring program will indicate where changes to
procedures or operations are required, in order to reduce impacts on the environment or
local population.
AREAS OF CONCERN
From the monitoring point of view, the important parameters are water quality, air quality,
noise, erosion and siltation, marine ecology etc. An attempt will be made to establish early
warning of indicators of stress on the environment. Suggested environmental monitoring
plans are described in the following sections.
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The summary of Environmental Monitoring during Construction and Operation phases are
detailed in below tables-9 and table-10.
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Table-9: Environmental Monitoring Programme during Construction Phase
S. No. Particulars Parameters Frequency Location Amount (Rs.
Lakh)
1. Ground Water
quality
pH, turbidity, TDS, DO, COD, BOD, etc Once in a
Quarter
At major construction sites 5.00
2. Ambient Air quality PM2.5, PM10, SO2, NO2 and CO Once in a
season except
monsoon
At major construction sites 10.00
3. Noise Equivalent noise level (Leq) Once in a month At major construction
sites.
3.00
4. Marine Water
Quality
Physical: Temperature, Salinity, pH, EC,
Turbidity and Total Suspended Solids
(TSS)
Chemical: DO, BOD, COD, Oil &
Grease, Alkalinity, Nitrate , Phosphate,
and Silicate
Heavy Metals: Cu, Fe, Ni, Hg, Cr, As,
Pb, Zn and Co
Biological: Phytoplankton, Zooplankton,
Chlorophyll ‘a’ and ‘b’, and primary
productivity
Fish Eggs & Larvae
Once in a month Total - 4 Locations
Mangrove area: 2
locations
Coral area: 1 locations
Sea Water Outfall: 1
Location
6.00
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S. No. Particulars Parameters Frequency Location Amount (Rs.
Lakh)
Bacteriological: Total Coliforms
5. Marine Sediment
Quality
Physical & Chemical: pH, Organic
Matter, nutrients and Oil & Grease
Heavy Metals: Fe, Mn, Cd, Ni, Cr, Hg,
Zn, Pb, As, Se and Cu
Biological: Macro & Meo Benthic Flora
and Fauna
Bacteriological: Total Coliforms
Once in a
Quarter
Total - 4 Locations
Mangrove area: 2
locations
Coral area: 1 locations
Sea Water Outfall: 1
Location
10.00
6. Ecologically
Sensitive Habitats
Monitoring - Coral
Reefs, and
Mangroves
Coral reefs:
Physical (Temperature; Salinity; pH;
Nutrients; Turbidity; Total Suspended Solids
(TSS), & Sedimentation) and biological
parameters (% of coral cover, status, coral
recruits, size class, fish population,
bleaching, stress & mucus):
Mangroves:
Physical (Temperature; Salinity; pH;
Nutrients; Turbidity; TSS; and Sedimentation)
and Biological (cover, fish population and
associated biodiversity)
Once in a
quarter
Total - 4 Locations
Mangrove area: 2
locations
Coral area: 2 locations
10.00
Total 44
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Table-10: Environmental Monitoring Programme during operation Phase
S. No. Particulars Parameters Frequency Location Amount in Lakh /
Year (Rs)
1. Ground Water
quality
pH, turbidity, TDS, DO, COD, BOD, etc Once in six
month
Near major constructed
structures/disposal sites
2.00
2. Ambient Air quality PM2.5, PM10, SO2, NOx and CO Once in three
month
Near major constructed
structures/disposal sites
2.00
3. Noise Equivalent noise level (Leq) Once in three
month
Near major constructed
structures
1.00
4. Marine Water
Quality
Physical: Temperature, Salinity, pH, EC,
Turbidity and Total Suspended Solids
(TSS)
Chemical: DO, BOD, COD, Oil &
Grease, Alkalinity, Nitrate , Phosphate,
and Silicate
Heavy Metals: Cu, Fe, Ni, Hg, Cr, As,
Pb, Zn and Co
Biological: Phytoplankton, Zooplankton,
Chlorophyll ‘a’ and ‘b’, and primary
productivity
Fish Eggs & Larvae
Bacteriological: Total Coliforms
Once in three
month
Total - 4 Locations
Mangrove area: 2
locations
Coral area: 1 locations
Sea Water Outfall: 1
Location
5.00
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S. No. Particulars Parameters Frequency Location Amount in Lakh /
Year (Rs)
5. Marine Sediment
Quality
Physical & Chemical: pH, Organic
Matter, nutrients and Oil & Grease
Heavy Metals: Fe, Mn, Cd, Ni, Cr, Hg,
Zn, Pb, As, Se and Cu
Biological: Macro & Meo Benthic Flora
and Fauna
Bacteriological: Total Coliforms
Once in six
month
Total - 4 Locations
Mangrove area: 2
locations
Coral area: 1 locations
Sea Water Outfall: 1
Location
5.00
6. Ecologically
Sensitive Habitats
Monitoring - Coral
Reefs, and
Mangroves
Coral reefs:
Physical (Temperature; Salinity; pH;
Nutrients; Turbidity; Total Suspended Solids
(TSS), & Sedimentation) and biological
parameters (% of coral cover, status, coral
recruits, size class, fish population, bleaching,
stress & mucus):
Mangroves:
Physical (Temperature; Salinity; pH;
Nutrients; Turbidity; TSS; and Sedimentation)
and Biological (cover, fish population and
associated biodiversity)
Once in six
month
Total - 4 Locations
Mangrove area: 2
locations
Coral area: 2 locations
10.00
Total 25.00
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7. Corporate Environment Responsibility (CER)
The following aspects shall be covered under the Corporate Environment Responsibility.
Educational Facilities
Health Care and Medical Facilities
Infrastructure Development
Awareness Campaigns
A budget of 0.5% of the project cost has been earmarked for implementation of Corporate
Environment Responsibility (CER). The project cost is about 379 crore. Thus, 0.5% of
project cost works out to Rs.1.895 crore, which has been earmarked for implementation of
Corporate Environment Responsibility (CER). The budgetary details are shown in Table-11
Table – 11 Corporate Environment Responsibilities (CER)
S. No. Items Budget (Rs. Lakhs)
1 Educational Facilities - Scholarships to students 10.00
2 Health Care and Medical Facilities 70.00
3 Infrastructure Development – Schools and Hospitals 100.00
4 Awareness Campaigns 9.50
Total 189.50
8. Cost Estimates for Environmental Management Plan
The total amount of Rs. 4.61 Crore is earmarked for Environmental Management Plan
(EMP) during construction phase and Rs. 55 lakh/annum during operation phase as well and
details are given in Table-12.
Table-12 Cost for implementing Environmental Management Plan (EMP)
S.
No.
Item Construction Phase
Cost (Rs. Lakhs)
Operation Phase
Cost (Rs.
Lakhs)/year
1. Solid Waste management 26.00 20.00
2. Facilities in Labour Camps 79.00 -
3. Landscaping / Greenbelt 20.00 5.00
4. Air Pollution 12.00 -
5. Energy Conservation 30.00 5.00
6. Public / Labour Health 22.00 -
7. Environmental Monitoring 44.00 25.00
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S.
No.
Item Construction Phase
Cost (Rs. Lakhs)
Operation Phase
Cost (Rs.
Lakhs)/year
Programme (refer Table-9 and
Table-10)
8. Corporate Environment
Responsibilities(Table-11)
189.0 -
Sub-Total (A) 422.00
B. Contingencies (5%) 21.00 -
Total (A+B) 443.00 say Rs. 4.43
Crore
55 Lakh
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9. Photo Gallery
Project Site
Boundary Stone of Site
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Collection of Ground Water Sample
Mangroves in the Site Boundary
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Annexure-1