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CONCEPTUAL DEVELOPMENT PLAN
FOR THE PROPOSED 5 STAR HOTEL PROJECT WITH
RESTAURANTS, BANQUET HALL,
COFFEE SHOP, HEALTH CLUB & BAR
At
R.S. no.11-3A, 11-4C, 11-7, 11/3B,
11/8, 11/5B2, 11/6A, 11/6B,of no. 154,
Penamburu Village, Mangalore Taluk,
Dakshina Kannada District.
Submitted By
M/s. Hotel Moti Mahal Private Limited.,
Falnir Road,
Mangalore-575001.
Submitted to
STATE LEVEL ENVIRNOMENT IMPACT
ASSESSMENT AUTHORITY (SEIAA), KARNATAKA.
ENVIRONMENTAL CONSULTANTS
M/s. AQUA TECH ENVIRO ENGINEERS,
# 3391, 6th Main, 3rd Cross, RPC Layout,
Vijaynagar II Stage, Bangalore – 560 040.
Tele Phone: 080 23141679.
INDEX SL NO DESCRIPTION PAGE NO.
1 APPLICATION IN FORM I 1-15
2 APPLICATION IN FORM I A 16-28
ANNEXURE TO APPLICATIONS 29-75
A
B
C
D
E
F
G
H
I
J
K
L
M
N
0
COMPREHENSIVE PROJECT REPORT
WATER REQUIREMENT DETAILS FOR THE PROJECT
SEWAGE GENERATION, UTILITY OF TREATED SEWAGE & DESIGN
DETAILS OF SEWAGE TREATMENT PLANTS
WATER BALANCE CHART
WATER REQUIREMENT AND SEWAGE DISPOSAL DURING
CONSTRUCTION PHASE
SOLID WASTE GENERATION & MANAGEMENT DETAILS
(CONSTRUCTION & OPERATION PHASE)
ENVIRONMENTAL MONITORING AND MANAGEMENT PLAN (EMP)
FOR CONSTRUCTION AND OCCUPANCY PHASES
RAIN WATER MANAGEMENT SCHEME
DISASTER MANAGEMENT PLAN FOR PRE-CONSTRUCTION PHASE
EMP FOR CONTROL OF DUST AND NOISE DURING
CONSTRUCTION PHASE.
RISK ASSESSMENT & MANAGEMENT PLAN
GEO TECHNICAL INVESTIGATION REPORT
TRAFFIC SURVEY AND ITS MANAGEMENT
SAVINGS IN ELECTRICAL POWER CONSUMPTION
PROJECT RELATED DRAWINGS/PLANS
29-34
35-36
37-46
47
48
49-53
54-68
69-70
75
76-77
71
72
73
74
75
1
APPENDIX I
(See paragraph – 6)
FORM 1
(I) Basic Information
1 Name of the Project Construction of 5 Star hotel project with
Restaurants, Banquet Hall, Coffee Shop,
Health club & Bar.
2 S. No. in the schedule Serial No. 8 (a) of schedule
3 Proposed capacity/area/
length/tonnage to be handles/command
area/lease area/number of wells to be
drilled
Built up area – 23,001.11 sq m
Total Plot area – 24,240.33 Sq m (5.99 Acres)
Cost – 36.00 Crores
4 New / Expansion / Modernization New project
5 Existing capacity / Area etc., NA
6 Category of project i.e., `A` or `B` B
7 Does it attract the general condition? If
yes, please specify.
NO
8 Does it attract the specific condition? If
yes, please specify.
NO
9 Location R.S. no.11-3A, 11-4C, 11-7, 11/3B, 11/8,
11/5B2, 11/6A, 11/6B, of no. 154,
Penamburu Village, Mangalore Taluk,
Dakshina Kannada District.
Plot/Survey/Khatha No. R.S. no.11-3A, 11-4C, 11-7, 11/3B, 11/8,
11/5B2, 11/6A, 11/6B, of no. 154.
Village Penamburu Village
Thesil Mangalore Taluk
District Dakshina Kannada District.
State Karnataka
10 Nearest railway station/airport along
with distance in Kms.
Mangalore central railway station
– 7.50 KM (South)
Mangalore Air Port – 7.00 KM
11 Nearest Town, City, District
Headquarters along with distance in
Kms.
Nearest town – Mangalore
City & District – Mangalore
12 Village Panchayats, Zilla Parishad,
Municipal Corporation, Local body
(Complete postal addresses with
telephone nos. to be given)
Mangalore Urban Development Authority
(MUDA)
Urvastores, Ashoknagar Post, Mangalore –
575 006.
Phone 0824 2459565.
2
13 Name of the applicant Mr. A.Janardhana Shetty
14 Registered address M/s. Hotel Moti Mahal Private Limited.,
Falnir Road,
Mangalore-575001
15 Address for correspondence: M/s. Hotel Moti Mahal Private Limited.,
Falnir Road,Mangalore-575001.
Name Mr. A.Janardhana Shetty
Designation (Owner/Partner/CEO) Managing Director
Address Same as above
Pin Code 575001
E – mail [email protected]
Telephone No. 0824-2225533
Fax No. -
16 Details of alternative Sites examined, if
any. Location of these sites would be
shown on a topo sheet.
Village – District – State
1.
2.
No alternative sites are examined.
17 Interlined Projects NA
18 Whether separate application of
interlinked project has been submitted?
NA
19 If yes, date of submission NA
20 If no, reason Construction of 5 Star hotel project with
Restaurants, Banquet Hall, Coffee Shop,
Health club & Bar.
21 Whether the proposal involves
approval/clearance under: if yes, details
of the same and their status to be given
a) The Forest (Conservation) Act 1980?
b) The wildlife (Protection) Act, 1972?
c) The C R Z Notification, 1991?
NO
NO
NO
22 Whether there is any Government
Order/Policy relevant/relating to the
site?
None
23 Forest land involved (Hectares) None
24 Whether there is any litigation pending
against the project and/or land in which
the project is propose to be set up?
a) Name of the court
b) Case No.
c) Orders/directions of the court, if
any and its relevance with the
proposed project.
None
3
Screening Category: The proposed project is under Category 8 (a) as per amended EIA
notification September 14th 2006
Capacity corresponding to sectoral activity (such as production capacity for manufacturing,
mining lease area and production capacity for mineral production, area for mineral
exploration, length for linear transport infrastructure, generation capacity for power
generation etc.,)
(ii) Activity
1. Construction, operation or decommissioning of the Project involving actions, which
will cause physical changes in the locality (topography, land use, changes in water
bodies, etc.)
Sl.
No.
Information/Checklist confirmation Yes
/No
Details thereof (with approximate
quantities/rates, wherever possible) with
source of information data
1.1 Permanent or temporary change in
land use, land cover or topography
including increase in intensity of land
use (with respect to local land use
plan)
Yes The project is designed in concurrence
with the Mangalore Urban Development
Authority (MUDA) and therefore there
will not be any permanent or temporary
changes in land use, though the
proposed project is likely to increase the
intensity of land use.
1.2 Clearance of existing land, vegetation
and buildings?
No The project site is vacant land.
1.3 Creation of new land uses? No Creation of new land uses from the
proposed project is not expected as the
intended use of the plot is for the Hotel
purposes.
1.4 Pre-construction investigations e.g.
bore houses, soil testing?
Yes Geotechnical investigation report is
enclosed as Annexure – L.
1.5 Construction works?
Yes The proposed project mainly involves
construction activities. These activities
are likely to have certain impact on the
surrounding environment in respect of
Air, Water, Land etc.,
The associated impact of construction
activity on the above environmental
attributes and the mitigation measures
adopted in the project is appended as
Annexure – G.
4
1.6 Demolition works? No The project site has no existing buildings.
1.7 Temporary sites used for construction
works or housing of construction
workers?
(Details of labour camps, Number of
labours, Number of toilets, Bath
rooms, Medical facilities for labours,
safety measures for labours, Nursery
for labours children)
Yes About 100 construction workers are
engaged for construction activities.
20 Sheds and 20 Toilets with bathrooms
are provided for construction workers.
Sheds for construction workers are
provided within the project site.
Drinking water supply and adequate
storage facility are provided for
construction workers.
The workers will be provided with first
aid facilities apart from personal
protective gadgets.
Periodic health assessment camps and
administration of medicines as and when
required will be provided.
A small class room with a teacher
(crèche) to educate the children of
construction worker will be provided.
1.8 Above ground buildings, structures or
earthworks including linear structures,
cut and fill or excavations
(Calculation for earth work estimation)
Yes Above ground structures are proposed.
Area statement and Building
Configuration details of the project is
detailed in the Comprehensive project
report appended as Annexure - A.
The proposed project is 5 Star hotel
project with Restaurants, Banquet Hall,
Coffee Shop, Health club & Bar.
The total quantity of excavated soil is
about 8,000 cum. About 3000 cum of
excavated soil is used for back filling and
5000 cum will be used for landscape
development within the project site.
5
1.9 Underground works including mining
or tunneling?
No NA
1.10 Reclamation works? No NA
1.11 Dredging? No NA
1.12 Offshore structures? No NA
1.13 Production and manufacturing
processes?
No NA
1.14 Facilities for storage of goods or
materials?
Yes Temporary sheds are constructed for
storage of construction materials.
1.15 Facilities for treatment or disposal of
solid waste or liquid effluents?
Yes Liquid waste:
The liquid waste generated from worker
camps will be treated in Packaged STP.
Water requirement for the Construction
phase is appended as Annexure - E.
Sewage Treatment Plant of 110 KLD
capacities will be constructed to treat the
wastewater generated from the project
during occupancy phase.
Quantity of wastewater generation and
design details of STP is appended as
Annexure – C.
Solid Waste:
Construction Phase:
The solid Wastes generated will be
collected, segregated, composted in
compost pits and the product will be
used as manure for landscape
development.
Solid waste like construction debris
generated during construction phase of
about 200 cum will be used for
preparation of sub grades for Roads and
pathways.
Occupancy Phase:
Collection and segregation at the source
of generation and Organic waste will be
treated in Organic Converter and the
6
Inorganic waste will be sent for recycling.
The solid waste generation detail is
appended as Annexure – F.
1.16 Facilities for long term housing of
operational workers?
Yes No long term housing plan for the
operational worker is planned in the
proposed project as the local population
residing in the surrounding areas of the
project site will find the employment
opportunity for various maintenance
needs of the project once it is occupied.
1.17 New road, rail or sea traffic during
construction or operation?
No NA
1.18 New road, rail, air waterborne or other
transport infrastructure including new
or altered routes and stations, ports,
airports etc?
No NA
1.19 Closure or diversion of existing
transport routes or infrastructure
leading to changes in traffic
movements?
No NA
1.20 New or diverted transmission lines or
pipelines?
No NA
1.21 Impoundment, damming, culver ting,
realignment or other changes to the
hydrology of watercourses or
aquifers?
No NA
1.22 Stream crossings? No NA
1.23 Abstraction or transfers of water form
ground or surface waters?
Yes The source of water supply for the
project is from Mangalore City
Corporation Sources.
1.24 Changes in water bodies or the land
surface affecting drainage or run-off?
No NA
1.25 Transport of personnel or materials for
construction, operation or
decommissioning?
Yes Transport facilities are not proposed as
the workers will be provided with sheds
to be located with in the project site.
The impacts due to the movement of
vehicle both during construction and
occupancy phase is detailed in the Traffic
Management studies appended as
Annexure – M.
7
1.26 Long-term dismantling or
decommissioning or restoration
works?
No NA
1.27 Ongoing activity during
decommissioning which could have an
impact on the environment?
No NA
1.28 Influx of people to an area in either
temporarily or permanently?
Yes There will be Influx of population during
the construction and occupancy phase as
detailed under.
Temporarily during construction phase
(100 numbers) and permanent during
occupancy phase (1240 numbers) are
expected.
1.29 Introduction of alien species? No NA
1.30 Loss of native species or genetic
diversity?
No NA
1.31 Any other actions? No NA
2. Use of Natural resources for construction or operation of the Project (such as land, water,
materials or energy, especially any resources which are non-renewable or in short supply):
Sl.No Information/checklist confirmation Yes/
No
Details thereof (with approximate
quantities/rates, wherever possible) with
source of information data
2.1 Land especially undeveloped or
agricultural land (ha)
Yes The proposed project site is converted for
commercial purposes. The total site area is
2.424 Hectares.
2.2 Water (expected source &
competing users) unit: KLD
Yes The source of water for the proposed
project is from Mangalore City Corporation
Sources.
Total water requirement is about 123 KLD.
2.3 Minerals (MT) No NA
2.4 Construction material – stone,
aggregates, sand / soil (expected
source – MT)
Yes Description Unit Quantity
Cement Bags 1,05000
Steel MT 4,000
Sand MT 14,000
Aggregate MT 32,000
Granite/Marble Sq.Mts 3,500
Glass Sq.Mts 3,100
8
2.5 Forests and timber (source– MT) Yes Procured through local timber depots.
2.6 Energy including electricity and
fuels (source, competing users)
Unit: fuel (MT), energy (MW)
Yes Power Requirement:
Construction phase: Temporary
power from MESCOM to operate
construction machinery and General
Lighting for workers shed.
One DG Set of 50 KVA capacity is proposed
to serve as backup power supply during
power failure.
Occupancy phase:
The anticipated power required for the
project will be supplied from MESCOM.
1 No. X 750 KVA capacity DG sets are
proposed which will serve as back up power
supply during power failure.
Fuel Requirement:
Construction phase: Low Sulphur content
Diesel consumption is 11.75 L/hr for DG set
of 50 kVA capacity DG set.
Occupancy phase: Low Sulphur content
Diesel consumption is 150 L/hr for DG set of
750 kVA.
2.7 Any other natural resources (use
appropriate standard units)
No NA
9
3. Use, storage, transport, handling or production of substances or materials, which could be
harmful to human health or the environment or raise concerns about actual or perceived risks to
human health.
Sl.No Information/Checklist confirmation Yes
/No
Details thereof (with approximate
quantities/rates, wherever possible) with
source of information data
3.1 Use of substances or materials,
which are hazardous (as per MSIHC
rules) to human health or the
environment (flora, fauna, and
water supplies)
No NA
3.2 Changes in occurrence of disease or
affect disease vectors (e.g. insect or
water borne diseases)
No NA
3.3 Affect the welfare of people e.g. by
changing living conditions?
Yes The implementation of the proposed
project is beneficial both socially and
economically to its local populace, as it
creates both long term and short term
employment opportunities.
3.4 Vulnerable groups of people who
could be affected by the project e.g.
hospital patients, children, the
elderly etc.,
No NA
3.5 Any other causes No NA
4. Production of solid wastes during construction or operation or Decommissioning (MT/Month)
Sl.No Information/Checklist confirmation Yes
/No
Details thereof (with approximate
quantities/rates, wherever possible) with
source of information data
4.1 Spoil, overburden or mine wastes No NA
4.2 Municipal waste (domestic and or
commercial wastes)
Yes The quantity of solid waste generation and
its management during construction and
occupancy phase is appended as
Annexure – F.
4.3 Hazardous wastes (as per Hazardous
Waste Management Rules)
Yes Spent oil from DG sets category 5.1.
About 100 Litres/Annum of spent oil is
generated which is sent to authorized
spent oil re-processor with manifest as per
notification of Hazardous Waste
(Management and Handling Rules).
10
The e-waste & Bio Medical Waste from the
project will be collected, stored &
disposed scientifically as per KSPCB norms
through the authorized agency.
4.4 Other industrial process wastes No NA
4.5 Surplus product No NA
4.6 Sewage sludge or other sludge from
effluent treatment
No The secondary dewatered STP sludge is
40 kg/day and is taken from Plate and
frame Filter Press and used as manure.
4.7 Construction or demolition wastes Yes There is no demolition work involved in
the proposed project and all efforts will be
made to reduce construction waste by
adopting modern construction practices
such as proportioning and weigh batchers
for concreting.
Construction debris of about 100 cum is
generated which will be used as
preparatory materials for road formation
within the project site.
4.8 Redundant machinery or equipment No NA
4.9 Contaminated soils or other
materials
Yes Measures adopted to control soil
contamination.
1. Providing collection trays to collect oil
dripping from construction machineries if
any.
2. Prevention of spillage and leakage of
oils if required.
3. Providing kerb stones, lined gutter and
oil traps.
4.10 Agricultural wastes No NA
4.11 Other solid wastes No NA
11
5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)
Sl.No Information/Checklist confirmation Yes
/No
Details thereof (with approximate
quantities/rates, wherever possible) with
source of information data
5.1 Emissions from combustion of fossil
fuels from stationary or mobile
sources
Yes There is no other source of emission from
the project other than from stationary
sources like DG sets to be installed during
occupancy period.
Capacity of D.G
set in kVA
D.G set
emissions
Emission
rate (g/s)
For 1 No X 750
kVA
SPM
SO2
NOx
0.01676
0.04101
0.5811
5.2 Emissions from production
processes
No NA
5.3 Emissions from materials handling
including storage or transport
Yes Fugitive dust due to movements of
vehicles carrying construction materials.
Proposed measures for control of dust and
noise during construction phase is
appended as Annexure - J.
5.4 Emissions from construction
activities including plant and
equipment
Yes Fugitive dust during earthwork,
concreting, construction material
handling.
Closed operations for mixing of
construction materials will be followed.
5.5 Dust or odours from handling of
materials including construction
materials, sewage and waste
Yes Fugitive dust due to handling of
construction materials.
Emission of fugitive dust will be controlled
by sprinkling of water and barricading will
be provided all around the project.
Details of control of Dust and Noise during
construction phase is appended as
Annexure – J.
5.6 Emissions from incineration of
waste.
No NA
5.7 Emissions from burning of waste in
open air (e.g. slash materials,
construction debris)
No NA
5.8 Emissions from any other sources No NA
12
6. Generation of Noise and Vibration, and Emissions of Light and Heat:
Sl.
No.
Information/Checklist confirmation Yes/
No
Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data with
source of information data
6.1 From operation of equipment e.g.
engines, ventilation plant, crushers
Yes Operation of DG set during occupancy
phase.
Appropriate and adequate noise control
measures will be adopted to control
noise.
DG Sets are set-up in room with acoustic
enclosures. Further noise attenuation by
way of planting peripheral trees as noise
barriers.
6.2 From industrial or similar processes No NA
6.3 From construction or demolition No Noise generation due to construction
activities will be negligible and
barricades will be erected all round the
site. Details of control of Noise during
construction phase are appended as
Annexure – J.
However there is certain increase in
ambient noise level during construction
activities which will be reduced by under
taking periodic preventive maintenance
of construction materials and restricting
and reducing the speed of vehicle
operated for the movements of
construction materials. All appropriate
measure as detailed for 6.1 above is
applicable.
6.4 From blasting or piling No NA
6.5 From construction or operational
traffic
Yes Construction phase: Vehicles carrying
construction materials.
Occupancy phase: Vehicular movement
by the occupants.
The details of mitigation measure
planned to reduce the noise level is
appended as Annexure - G.
6.6 From lighting or cooling systems No NA
6.7 From any other sources No NA
13
7.Risks of contamination of land or water from releases of pollutants into the ground or into
sewers, surface waters, groundwater, coastal waters or the sea:
Sl.
No.
Information/Checklist confirmation Yes
/No
Details thereof (with approximate
quantities/rates, wherever possible) with
source of information data
7.1 From handling, storage, use or
spillage of hazardous materials
Yes Appropriate management measures to
prevent contamination of land, water are
detailed in Annexure - G under water and
land environment.
Disaster management plan for Pre
construction phase is appended as
Annexure – I
7.2 From discharge of sewage or other
effluents to water or the land
(expected mode and place of
discharge)
Yes The total quantity of wastewater
generated from the proposed project is
about 103 KLD
The following are the disposal options
proposed in the project
Utility for Gardening: 54 KLD
Water Balance Chart is appended as
Annexure – D.
7.3 By deposition of pollutants emitted
to air into the land or into water
No NA
7.4 From any other sources No NA
7.5 Is there a risk of long term build up
of pollutants in the environment
from these sources?
No NA
8. Risk of accidents during construction or operation of the Project, which could affect
human health or the environment
Sl.N
o.
Information/Checklist confirmation Yes
/No
Details thereof (with approximate
quantities/rates, wherever possible) with
source of information data
8.1 From explosions, spillages, fires etc
from storage, handling, use or
production of hazardous substances
No NA
8.2 From any other causes No No major risk from the project is
anticipated. Risk Assessment &
Management Plan for the project is
appended as Annexure – K.
14
8.3 Could the project be affected by
natural disasters causing
environmental damage (e.g. Floods,
earthquakes, landslides, cloudburst
etc)?
No NA
9. Factors which should be considered (such as consequential development) which could lead to
environmental effects or the potential for cumulative impacts with other existing or planned
activities in the locality.
Sl.
No
Information/Checklist confirmation Yes
/No
Details thereof (with approximate
quantities/rates, wherever possible) with
source of information data
9.1 Lead to development of supporting.
Utilities ancillary development or
development stimulated by the
project which could have impact on
the environment e.g.:
• Suppo ti g i f ast u tu e oads,
power supply, waste or wastewater
treatment, etc.)
• housi g de elop e t
• e t a ti e i dust ies
• suppl i dust ies
• othe
Yes
Yes
No
No
No
Yes
Net Positive Impact in terms of overall
development of the area is expected from
the project.
Direct & Indirect Employment opportunities
are also created due to development of this
project.
New business opportunities are expected to
cater from the project.
Construction of 5 Star hotel project with
Restaurants, Banquet Hall, Coffee Shop,
Health club & Bar.
9.2 Lead to after-use of the site, which
could have an impact on the
environment.
No NA
9.3 Set a precedent for later
developments
Yes The project development is likely to set
precedence to other likely developments in
the surrounding area.
9.4 Have cumulative effects due to
proximity to other existing or
planned projects with similar
effects
No NA
15
(II) Environmental Sensitivity
Sl.
No.
Areas Name/
Identity
Aerial distance (within 15 km.)
Proposed project location
boundary
1 Areas protected under international
conventions, national or local legislation for
their ecological, landscape, cultural or
other related value
No NA
2 Areas which are important or sensitive for
ecological reasons - Wetlands,
watercourses other water bodies, coastal
zone, biospheres, mountains, forests.
Yes Water Bodies: Guru Pura River
adjacent to the Project Site.
3 Areas used by protected, important or
sensitive species of flora or fauna for
breeding, nesting, foraging, resting, over
wintering, migration
No NA
4 Inland, coastal, marine or underground
waters
No NA
5 State, National boundaries No NA
6 Routes or facilities used by the public for
access to recreation or other tourist,
pilgrim areas
No NA
7 Defense installations No NA
8 Densely populated or built-up area No NA
9 Areas occupied by sensitive man-made
land uses (hospitals, schools, places of
worship, community facilities)
No NA
10 Areas containing important, high quality or
scarce resources(ground water resources,
surface resources, forestry, agriculture,
fisheries, tourism, minerals)
No NA
11 Areas already subjected to pollution or
environmental damage. (those where
existing legal environmental standards
are exceeded)
No NA
12 Areas susceptible to natural hazard which
could cause the project to present
environmental problem (earthquakes,
subsidence, landslides, erosion, flooding or
extreme or adverse climatic conditions)
No NA
16
APPENDIX II
(See paragraph 6)
FORM-1 A
(Only for construction projects listed under item 8 of the Schedule)
CHECK LIST OF ENVIRONMENTAL IMPACTS
(Project proponents are required to provide full information and wherever necessary attach
explanatory notes with the Form and submit along with proposed environmental
management plan & monitoring program)
1. LAND ENVIRONMENT
(Attach panoramic view of the project site and the vicinity)
1.1 Will the existing land use get significantly
altered from the project that is not
consistent with the surroundings? (Proposed
land use must conform to the approved
Master Plan / Development Plan of the area.
Change of land use if any and the statutory
approval from the competent authority be
submitted)
Attach Maps of
(i) site location (Google Image
showing the project site location
with surrounding details is
enclosed)
(ii) surrounding features of the
proposed site (within 500 meters)
(iii) The site (indicating levels &
contours) to appropriate scales. If not
available attach only conceptual plans.
The existing land use does not get altered
significantly as the project surroundings
have commercial establishment.
Surrounding Features: Google, Location,
MUDA map of the project site is enclosed
as Annexure - O.
Land Availability & Land use Pattern:
The Total plot area of the project is
about 24,240.33 Sq m (5.99 Acres).
Land Use Pattern: the surrounding
areas of project have few commercial
establishments.
Transportation: The project site is
located on Edapally Panvel Highway
road.
Agricultural Land: No agricultural
lands and plantations are found in the
nearby project site.
No Forest: No forest is located near
the project site.
Water Bodies : Gurupura River
adjacent to the Project Site.
17
1.2 List out all the major project requirements in
terms of the
Total Plot Area
Built up area,
Water consumption,
Power requirement,
connectivity, community facilities,
Parking needs etc.,
24,240.33 Sq m (5.99 Acres)
23,001.11 sq m
123 KLD
The anticipated power required for the
project will be supplied from MESCOM.
The project site is located on Edapally
Panvel Highway.
Total parking provided 323 numbers.
Parking details & drawing is appended as
Annexure – O
1.3 What are the likely impacts of the proposed
activity on the existing facilities adjacent to
the proposed site?
(Such as open spaces, community facilities,
details of the existing land use, disturbance
to the local ecology).
No ecological disturbance is anticipated.
1.4 Will there be any significant land disturbance
resulting in erosion, subsidence & instability?
(Details of soil type, slope analysis,
vulnerability to subsidence, seismicity etc
may be given).
Geotechnical Investigation report of the
project site is enclosed as Annexure – L
1.5 Will the proposal involve alteration of natural
drainage systems?
(Give details on a contour map showing the
natural drainage near the proposed project
site)
No
The survey/contour map of the project
site is appended as Annexure – O
1.6 What are the quantities of earthwork
involved in the construction activity-cutting,
filling, reclamation etc.
(Give details of the quantities of earthwork
The total quantity of excavated soil is
about 8,000 cum. About 3000 cum of
excavated soil is used for back filling and
5000 cum will be used for landscape
18
involved, transport of fill materials from
outside the site etc.)
development within the project site.
1.7 Give details regarding water supply, waste
handling etc during the construction period.
Tertiary treated water from Mangalore
City Corporation will be used for
construction purposes, and sewage
generated from construction workers
camp will be discharged to package STP.
1.8 Will the low lying areas & wetlands get
altered?(Provide details of how low lying and
wetlands are getting modified from the
proposed activity)
No
1.9 Whether construction debris & waste during
construction cause health hazard?
(Give quantities of various types of wastes
generated during construction including the
construction labour and the means of
disposal)
Construction debris 100 cum will be used
for road formation activities in the
project site. The detail of solid wastes
generated by the construction workers is
appended as Annexure – F.
2. WATER ENVIRONMENT
2.1 Give the total quantity of water requirement
for the proposed project with the breakup of
requirements for various uses.
How will the water requirement met?
State the sources & quantities and furnish a
water balance statement.
Domestic water requirement is 123 KLD
which will be met by Mangalore City
Corporation Sources
The details of source of water supply and
basis of calculations is appended as
Annexure - B.
The water balance chart is appended as
Annexure – D
2.2 What is the capacity (dependable flow or
yield) of the proposed source of water?
Details are applicable as above.
2.3 What is the quality of water required, in case,
the supply is not from a municipal source?
(Provide physical, chemical, biological
characteristics with class of water quality)
The expected domestic water requirement
is 123 KLD met by Mangalore City
Corporation Sources and is of Potable
water quality standards
19
2.4 How much of the water requirement can be
met from the recycling of treated
wastewater?
(Give the details of quantities, sources and
usage)
The proposed project envisages the utility
of treated sewage for recycling purposes by
way of using it for flushing of toilets and
gardening.
The total quantity of sewage generated will
be 103 KLD
Water balance chart Furnished as
Annexure – D
2.5 Will there be diversion of water from other
users?
(Please assess the impacts of the project on
other existing uses and quantities of
consumption)
No
2.6 What is the incremental pollution load from
wastewater generated from the proposed
activity?
(Give details of the quantities and
composition of wastewater generated from
the proposed activity)
The Raw sewage generated from the
proposed activity will be treated to tertiary
level and the residual organics in the
treated wastewater will be practically nil
and the treated sewage will be reused,
therefore incremental pollution load is not
anticipated.
Details of wastewater quality and quantity
and design details of STP and flow chart is
appended as Annexure – C.
2.7 Give details of the water requirements met
from water harvesting? Furnish details of the
facilities created.
Rain Water Harvesting Potential from the
Project : 23 KLD
Details furnished as Annexure – H
2.8 What would be the impact of the land use
changes occurring due to the proposed
project on the runoff characteristics
(quantitative as well as qualitative) of the area
in the post construction phase on a long term
basis?
Would it aggravate the problems of flooding
or water logging in any way?
Adequate and optimal internal storm water
drains are created to handle the internal
runoff and convey it to external drains.
The detailed drawing for internal storm
water management is appended as
Annexure – O.
20
2.9 What are the impacts of the proposal on the
ground water?
(Will there be tapping of ground water; give
the details of ground water table, recharging
capacity, and approvals obtained from
competent authority, if any)
As the ground water potential is likely to
increase due to ground water recharging.
The groundwater recharging scheme is
planned in the project.
Storm water Management drawing is
enclosed as Annexure – O
2.10 What precautions/measures are taken to
prevent the run-off from construction
activities polluting land & aquifers?
(Give details of quantities and the measures
taken to avoid the adverse impacts)
Runoff contamination from the proposed
project is reduced by providing lined gutter
for carrying runoff from construction areas
and Kerb Stones and bunds to prevent
Runoff Contamination.
Preventing the mixing of storm water
runoff and sewage from workers camps.
Use of leak proof containers for storage of
oil to avoid contamination of runoff.
2.11 How is the storm water from within the site
managed?
(State the provisions made to avoid flooding
of the area, details of the drainage facilities
provided along with a site layout indication
contour levels)
The storm water is channelized through
storm water drains to finally join ground
water recharge pits and the excess Storm
Water free from runoff Contamination will
be lead to External Drains.
2.12 Will the deployment of construction laborers
particularly in the peak period lead to
unsanitary conditions around the project site
(Justify with proper explanation)
Sewage generated from the construction
workers camp will be treated in packaged
STP.
2.13 What on-site facilities are provided for the
collection, treatment & safe disposal of
sewage?
(Give details of the quantities of wastewater
generation, treatment capacities with
technology & facilities for recycling and
disposal)
Sewage Treatment Plant of total capacity
110 KLD is proposed for treatment of
domestic sewage from the project and the
quantity of wastewater, design details with
unit capacity and technology adopted with
disposal options is appended as
Annexure – C.
2.14 Give details of dual plumbing system if
treated waste used is used for flushing of
toilets or any other use.
Dual piping system is proposed to reduce
the fresh water consumption.
Dual piping system drawing is appended as
Annexure – O
21
3. VEGETATION
3.1 Is there any threat of the project to the
biodiversity?
(Give a description of the local ecosystem
ith it’s u i ue featu es, if a
No
3.2 Will the construction involve extensive
clearing or modification of vegetation?
(Provide a detailed account of the trees &
vegetation affected by the project)
There is no existing building in the project
site and existing trees. New trees are
proposed to be to be planted.
3.3 What are the measures proposed to be taken
to minimize the likely impacts on important
site features
(Give details of proposal for tree plantation,
landscaping, creation of water bodies etc
along with a layout plan to an appropriate
scale)
An area of about 7,590.4 sq m i.e., about
33.00 % of the total site area is left for
development of landscape.
The Ground Coverage area is about
3,153.19 sq m (13.71 %).
The Paved area is 12,257.74 sq m
(53.29 %).
The Land use pattern scheme of the
proposed project is detailed in the
Comprehensive Project report appended
as Annexure – A.
Drawing showing the details of
Landscaping and other features is
appended as Annexure – O.
4. FAUNA
4.1 Is there likely to be any displacement of
fauna- both terrestrial and aquatic or creation
of barriers for their movement? Provide the
details.
No
4.2 Any direct or indirect impacts on the avifauna
of the area? Provide details.
No
4.3 Prescribe measures such as corridors, fish
ladders etc to mitigate adverse impacts on
fauna
No
22
5. AIR ENVIRONMENT
5.1 Will the project increase atmospheric
concentration of gases & result in heat
islands?
(Give details of background air quality levels
with predicted values based on dispersion
models taking into account the increased
traffic generation as a result of the proposed
constructions)
DG sets are the only air pollution source of
the project.
The DG sets will be provided with adequate
stack height to disperse the emissions into
the atmosphere.
5.2 What are the impacts on generation of dust,
smoke, odorous fumes or other hazardous
gases? Give details in relation to all the
meteorological parameters.
NA
5.3 Will the proposal create shortage of parking
space for vehicles? Furnish details of the
present level of transport infrastructure and
measures proposed for improvement
including the traffic management at the entry
& exit to the project site.
Adequate parking facilities are proposed to
be provided as per the local building by
law.
The parking plan showing the entry & exit
to the project site with traffic management
is enclosed as Annexure - O.
Traffic management study and measures is
appended as Annexure – M.
5.4 Provide details of the movement patterns
with internal roads, bicycle tracks, pedestrian
pathways, footpaths etc., with areas under
each category.
Site plan with roads, pedestrian pathways
and paved areas of the project is enclosed
as Annexure – O
5.5 Will there be significant increase in traffic
noise & vibrations? Give details of the sources
and the measures proposed for mitigation of
the above.
Details of noise mitigation measure
proposed is appended as Annexure – G
5.6 What will be the impact of DG sets & other
equipment on noise levels & vibration in &
ambient air quality around the project site?
Provide details.
The DG sets will be provided with acoustic
enclosures to reduce the noise level < 55
dB
23
6. AESTHETICS
7. SOCIO-ECONOMIC ASPECTS
7.1 Will the proposal result in any changes to
the demographic structure of local
population? Provide the details.
Once the project is completed
approximately about 1240 people are
expected in the building.
7.2 Give details of the existing social
infrastructure around the proposed project.
Surrounded by Commercial
Establishments.
7.3 Will the project cause adverse effects on
local communities, disturbance to sacred
sites or other cultural values? What are the
safeguards proposed?
NA
8. BUILDING MATERIALS
8.1 May involve the use of building materials with
high-embodied energy.
Are the construction materials produced with
energy efficient processes?
(Give details of energy conservation measures
in the selection of building materials and their
energy efficiency)
The proposed project construction
materials are selected to conform the
building energy efficiency norms and
as well as Energy Conservation
Building Code Guidelines.
The following measures are taken to
for conserving the energy
1. Solar powered street lighting
6.1 Will the proposed constructions in any way
result in the obstruction of a view, scenic
amenity or landscapes?
Are these considerations taken into account
by the proponents?
NA
6.2 Will there be any adverse impacts from new
constructions on the existing structures?
What are the considerations taken into
account?
The surrounding areas of the project
have Commercial Establishments etc.,
and no major impact on the
surrounding structures is anticipated.
6.3 Whether there are any local considerations
of urban form & urban design influencing
the design criteria? They may be explicitly
spelt out.
The local byelaw of Mangalore Urban
Development Authority (MUDA) is
considered in designing the project
6.4 Are there any anthropological or
archaeological sites or artifacts nearby? State
if any other significant features in the vicinity
of the proposed site have been considered.
No
24
for common areas.
2. CFL bulbs, lights and fixtures for
most of the common areas
3. Proper sizing of cables with less
voltage drop so that losses in cables
can be minimized
4. Optimal pumping of water
using water level controllers, switching
on/off of street lights with photo cell
/time switch.
5. Procuring graded electrical
appliances which helps in high energy
conservations.
6. Timer control for external lighting
7. LED type street lighting fixtures
instead of high power sodium vapor
light fixture.
8.2 Transport and handling of materials during
construction may result in pollution, noise &
public nuisance.
What measures are taken to minimize the
impacts?
Details appended as Annexure – G
8.3 Are recycled materials used in roads and
structures?
State the extent of savings achieved?
The construction waste and debris
(100 cum) from the project will be
used in road and pavement formation.
8.4 Give details of the methods of collection,
segregation & disposal of the garbage
generated during the operation phases of the
project.
The solid Wastes generated are
segregated at its point of generation,
collected and stored at a common
designated place and Organic solid
waste will be treated in an organic
converter and product will be used as
manure for Landscape development.
The inorganic solid waste will be sent
for recycling.
The details of quantity of solid waste
generated is appended as
Annexure – F
25
9. ENERGY CONSERVATION
9.1 Give details of the power requirements,
source of supply, backup source etc.
What is the energy consumption assumed per
square foot of built-up area?
How have you tried to minimize energy
consumption
The power required for the project will
be supplied from MESCOM.
Yes, Energy conservation methods are
adopted. Non Conventional Sources of
Energy with Solar Street Lighting and
Solar Hot Water tanks Generation is
adopted in the Building.
Terrace floor plan showing the
location of solar panels and tanks is
appended as Annexure – O
9.2 What type of, and capacity of, power back-up
to you plan to provide?
The proposed project will be provide
with 1 x 750 KVA DG set to serve as
alternative source of power supply in
case of break down of power from
MESCOM.
Occupancy phase: Low Sulphur
content Diesel consumption is
150 L/hr for DG set.
9.3 What are the characteristics of the glass you
plan to use?
Provide specifications of its characteristics
related to both short wave and long wave
radiation?
Low emission and low solar heat gain
Single glazed with aluminum frame are
proposed to be used for windows etc.,
U = 5.7 W/m2 0C < 6.922W/m2 0C
SHGC = 0.4
9.4 What passive solar architectural features are
being used in the building?
Illustrate the applications made in the
proposed project.
Passive solar architectural features are
considered while designing the
buildings in respect of orientation of
building thermal insulation aspects for
wall with fenestration & roof is
considered as per ECBC 2007
Guidelines. Viz., Balconies, Projections,
Recessed window etc.,
9.5 Does the layout of streets & buildings
maximize the potential for solar energy
devices? Have you considered the use of
street lighting, emergency lighting and solar
Yes
Solar heaters & Solar Photo-voltaic
system is proposed to be adopted.
26
hot water systems for use in the building
complex? Substantiate with details. Terrace floor plan with solar panel &
details is appended as Annexure
– O.
9.6 Is shading effectively used to reduce
cooling/heating loads? What principles have
been used to maximize the shading of Walls
on the East and the West and the Roof?
How much energy saving has been effected?
As per ECBC Guidelines the thermal
transmittance (U) value = 0.409 W/m2-0C for roofs
9.7 Do the structures use energy-efficient space
conditioning, lighting and mechanical
systems? Provide technical details.
Provide details of the transformers and motor
efficiencies, lighting intensity and air-
conditioning load assumptions?
Are you using CFC and HCFC free chillers?
Provide specifications.
Yes, Passive solar architectural
features are considered while
designing the project in respect of
orientation of building with natural
light and ventilation
The Low loss energy efficient
t a sfo e s, CFL’s, Ballets, a ia le frequency drives for motors for low
power consumption are proposed.
Variable frequency drive is used for
motor and pumps in order to reduce
the energy consumption.
NA
9.8 What are the likely effects of the building
activity in altering the micro-climates?
Provide a self assessment on the likely
impacts of the proposed construction on
creation of heat island & inversion effects?
None
None
9.9 What are the thermal characteristics of the
building envelope? (a) roof; (b) external
walls; and (c) fenestration?
Give details of the material used and the U-
values or the R values of the individual
components.
For Roof:
U – 0.34 W/m2-0C < 0.409 W/m2-0C
For Walls:
U-Value = 0.42 W/m2 0C < 0.431 W
/m2 0C
For Vertical Fenestration:
U-Value = 5.7 W /m2 0C < 6.922 W/m2 0C and Maximum SHGC : 0.40
9.10 What precautions & safety measures are
proposed against fire hazards? Furnish details
The proposed project is designed in
compliance with fire and safety norms
27
of emergency plans. and the NOC is being obtained from
Fire Fighting Department. Static Fire
water tank as per the regulations is
proposed, Wet risers and sprinklers
provided as per the Fire Fighting
Norms.
9.11 If you are using glass as wall material provides
details and specifications including emissive
and thermal characteristics.
Low E glasses are considered and as
per the details furnished above.
9.12 What is the rate of air infiltration into the
building? Provide details of how you are
mitigating the effects of infiltration.
NA
9.13 To what extent the non-conventional energy
technologies are utilized in the overall energy
consumption?
Provide details of the renewable energy
technologies used.
Solar heaters and Solar Photo-voltaic
system is proposed to be adopted.
10. Environment Management Plan:
10.1 The Environment Management Plan would
consist of all mitigation measures for each
item wise activity to be undertaken during
the construction, operation and the entire life
cycle to minimize adverse environmental
impacts as a result of the activities of the
project. It would also delineate the
environmental monitoring plan for
compliance of various environmental
regulations. It will state the steps to be taken
in case of emergency such as accidents at the
site including fire.
Wet risers/down riser, fire alarm
system, automatic sprinklers system,
and portable fire extinguishers are
proposed in case of fire accidents.
Details of mitigation measures to
minimize adverse environmental
impacts during construction and
operation phase of the project is
appended in Environmental Monitoring
plan is enclosed as Annexure – G.
28
“I he e gi e u de taki g that the data a d i fo atio gi e i the appli atio a d e losu es are true to the best of my knowledge and belief and I am aware that if any part of the data and
information submitted is found to be false or misleading at any stage, the
Project will be rejected and clearance given, if any to the project, will be revoked at our risk and
cost.
Date: 09-10-2015
Place: Mangalore.
A.Janardhana Shetty
Managing Director
For Hotel Moti Mahal Private Limited.,
Falnir Road,
Mangalore-575001
Signature of the applicant
With Name and Full address
(Project Proponent / Authorized Signatory)
Hotel P oje t
ANNEXURE TO APPLICATIONS 29
Annexure &
Details to Application in
Form 1 and Form 1A
Hotel P oje t
ANNEXURE TO APPLICATIONS 30
ANNEXURE – A
COMPREHENSIVE PROJECT REPORT
PROJECT AT GLANCE
PROPOSED PROJECT Construction of 5 Star hotel project with Restaurants,
Banquet Hall, Coffee Shop, Health club & Bar.
LOCATION R.S. no.11-3A, 11-4C, 11-7, 11/3B, 11/8, 11/5B2, 11/6A,
11/6B, of no. 154, Penamburu Village, Mangalore Taluk,
Dakshina Kannada District.
TOTAL PLOT AREA 24,240.33 Sq m (5.99 Acres)
TOTAL BUILT UP AREA 23,001.11 Sq m
TOTAL COST OF
PROJECT
Rs.36,00,00,000 /-
(Rupees Thirty Six Crores only)
NO. OF FLOORS
PROPOSED
The proposed project consist of Ground to Ten Upper floors.
CAR PARKING DETAILS Total No. of parking required = 323 Cars
WATER SUPPLY The water supply is from Mangalore City Corporation
Sources.
PROPOSED
SANITATION
Under Ground Sanitary System Facility for conveying the
wastewater to the Proposed Sewage Treatment Plant.
SOLID WASTE
MANAGEMENT
Collection & Segregation at source of generation and
Organic waste will be treated in Organic Converter and
Inorganic waste will be sent for recycling.
AIR POLLUTION/
NOISE GENERATION
SOURCE
1 x 750 kVA capacity DG sets with acoustics are proposed to
be provided with adequate stack height.
Hotel P oje t
ANNEXURE TO APPLICATIONS 31
BACK GROUND OF THE PROPOSED PROJECT
M/s. Hotel Moti Mahal Private Limited., Falnir Road, Mangalore-575001 intend to
construct 5 Star Hotel project with Restaurants, Banquet Hall, Coffee Shop, Health club
& Bar at R.S. no.11-3A, 11-4C, 11-7, 11/3B, 11/8, 11/5B2, 11/6A, 11/6B,of
no. 154, Penamburu Village, Mangalore Taluk, Dakshina Kannada District
The Total Plot Area of the project is 24,240.33 Sq m (5.99 Acres). The built up area of
the project is 23,001.11 SQM. The source of water is through Mangalore City
Corporation sources and power from MESCOM. The project has been designed in
accordance with the Mangalore Urban Development Authority (MUDA).
LAND USE PATTERN FOR THE PROPOSED PROJECT
Sl.
No.
Particulars Area in Sq. m Area in acres Percentage
(%)
1 Total plot area 24,240.33 5.99 NA
2 Area left for road widening 1,239.00 0.30 NA
3 Net Plot Area 23,001.33 5.68 100.00
4 Ground Coverage 3,153.19 0.78 13.71
5 Paved Area 12,257.74 3.03 53.29
6 Landscape area 7,590.4 1.87 33.00
Hotel P oje t
ANNEXURE TO APPLICATIONS 32
A. AREA STATEMENT FOR THE PROPOSED PROJECT
Sl. No. Floors Built up area in
sq m
1 Ground 3153.19
2 First 3511.12
3 Second 2582.21
4 Third 2850.32
5 Fourth 2566.32
6 Fifth 1462.45
7 Sixth 1462.45
8 Seventh 1462.45
9 Eighth 1525.87
10 Ninth 1525.87
11 Tenth 1011.38
TOTAL 23,001.11
B. Activity in the proposed project
Hotel
Hotel 96 nos
Restaurants 3 nos
Banquet Hall 2 nos
Coffee Shop 1 no
Health club 1 no.
Bar 1 no.
Restaurants 3 nos.
C. CAR PARKING STATEMENT
Sl.no Descriptions Car parks
Car parking required 323
1 Ground /Stilt floor 102
2 Surface Open parking 221
Total car parks provided 323
Hotel P oje t
ANNEXURE TO APPLICATIONS 33
Air pollution sources & its management:
The anticipated power requirement from MESCOM. The primary sources of air
pollution from the establishment is from the operation of diesel generator sets, which
will be used as an alternative source of power supply during the emergencies of power
failure from MESCOM. The details of capacities & fuel consumption for the DG sets are
given below.
Air Pollution Sources for the Proposed Project
Sl. No. Stack Details Stack Attached to
Physical Details D.G Sets
1. Capacity. 1 x 750 KVA
2. Fuel quantity. 150 L/hr for DG set of 750 capacity
respectively
3. Fuel used. Ultra Pure Low Sulphur Content Diesel
4. Stack height. 3 m above roof level for DG set of 750 KVA
capacity.
5. Stack diameter. 80 mm
Emission Details for 750 kVA
1. SPM 0.01676 g/s
2. Sulphur dioxide 0.04101 g/s
3. Oxides of Nitrogen 0.5811 g/s
4. Carbon monoxide 0.3810 g/s
NOISE GENERATION SOURCES:
Major noise producing sources of the proposed project is expected to be from DG set,
Vehicular movements from and to the proposed project. The DG sets will be provided
with acoustic enclosures to control the noise levels in such a way that the noise levels
are within the permissible limits specified for ambient noise levels. More over the DG
set is operated only during the emergencies when there is power failure.
Hotel P oje t
ANNEXURE TO APPLICATIONS 34
PROJECTED COST OF THE PROJECT
The total projected cost of the proposed project is presented as below.
Sl.
No.
Particulars Cost in Rupees
1. Land Cost Rs. 1,21,25,000.00
2. Construction Cost Rs. 34,78,75,000.00
TOTAL Rs. 36,00,00,000.00
Rupees Thirty Six Crores only.
Hotel P oje t
ANNEXURE TO APPLICATIONS 35
ANNEXURE: B
SOURCE OF WATER FOR THE PROPOSED PROJECT
The most important aspect under the water supply scheme is the selection of source
of Water, which should be reliable and potable. Since no natural source is found near
the proposed project, the source of water supply to the proposed project is through
Mangalore City corporation sources.
WATER CONSUMPTION DURING OPERATION PHASE:
The water requirement in the proposed project is for domestic purpose, public uses
and fire fighting purposes. The anticipated water demand is worked out by taking into
consideration that the project is fully occupied. The total water requirement and
wastewater generated is given below:
Hotel P oje t
ANNEXURE TO APPLICATIONS 36
WATER AND WASTEWATER REQUIREMENT FOR THE PROPOSED PROJECT:
Sl.
No.
Description (a) Water requirement details Wastewater discharge details
(a) (b) (c) (d) (e) (f) (g) (h)
Population
per unit
Total
Population
Water
consumpt
ion
(LPCD)
Water
requireme
nt (b x c)
Total
(L/Day)
Wastewater
discharge
rate
considered in
percentage
Wastewater
discharge
Quantity
(dxf)
Total
(L/day)
A 5 STAR HOTEL (96 Keys)
1 Guests 2 192 320 61,440 90 55,296
2 Staff 1.4 130 45 5,850 90 5,265
3 Visitors 100 15 1,500 90 1,350
4 Restaurant
Kitchen ( 633)
- 633 70 44,310 75 33,232
6 Health Club/
SPA
- - - 5,000 75 3,750
7 Banquet halls - 285 15 4,275 90 3,847
TOTAL - 1340 - - 1,22,375
or say
1,23,000
- - 1,02,740
Or say
1,03,000
Hotel P oje t
ANNEXURE TO APPLICATIONS 37
ANNEXURE: C
SEWAGE GENERATION AND DISPOSAL SYSTEM:
Wastes of different type such as spent water from bath rooms, water closets/pans, street
washings, semi liquid waste of human excreta, street sweepings, broken furniture, crockery
etc., are produced daily. If proper arrangement for collection treatment and disposal of all
the wastes produced are not made, unsanitary conditions will develop and it will become
impossible for the public to live. Therefore, it is most essential to collect, treat and dispose
all the sanitary waste produced. Generally, it has been observed that about 75 - 90 % of the
water supplied comes out as sewage. The details of wastewater generated from the project
is shown below
WASTEWATER GENERATION
1. Total wastewater generated from the proposed project
required for the project
1,02,740 Or say 1,03,000
CAPACITY OF PROPOSED SEWAGE TREATMENT PLANT – 110 KLD
The domestic sewage generated from the proposed project will be conveyed to the
proposed sewage treatment plant of capacity 110 KLD for treatment.
Hotel P oje t
ANNEXURE TO APPLICATIONS 38
TREATED SEWAGE DISPOSAL:
a. Toilet Flushing water requirement:
Sl.
No.
Description Flushing water
requirement
Population
considered
Total
A 5 Star Hotel
1 Guests 45 192 8,640
2 Staff 45 130 5,850
3 Visitors 5 100 500
4 Banquet hall 7 285 1,995
16,985
Total flushing water requirement for Hotel facilities = 16,985 L/day or say
17,000 L/day
a. Gardening water requirement:
Total area available for landscape development within the project = 7590.4
SQM
Treated water used for gardening @ rate of 7 L/SQM/day
= 7,590.4 X 7 = 53,132.8 L/day or say 54,000 L/day
b. AC cooling tower make up water = 32,000 L/day
Hotel P oje t
ANNEXURE TO APPLICATIONS 39
DESIGN DETAILS OF STP AND TREATMENT METHODOLOGY ADOPTED:
Treated water specifications as per KSPCB standards:
Parameter Influent Treated water
Expected average BOD 250 to 300 mg/l <10 mg/l
Turbidity - < 2 NTU
Total suspended solids 250 to 300 mg/l <20 mg/l
Oil & Grease 10-25 mg/l <5 mg/l
TECHNOLOGY BRIEF OF TREATMENT PROPOSED:
TREATMENT PROCESS.
1. Bar Screen:
The sewage is screened before treatment using mild steel grate bars. Any solid particles thus
screened off will be manually removed periodically and disposed. This process helps to avoid
clogging of pumps in further treatment.
2. Collection cum equalization:
The wastewater from hotel & residential, commercial areas will be collected in this collection
sump for equalization. The equalized wastewater is passed into SBR tank. Further, to keep the
wastewater in this tank fresh and to get uniformity, the contents in this sump are aerated by
means of coarse membrane diffuser, which is fed by a common blower.
3. Sequencing Batch Reactor Process
The operating principles of a batch activated sludge process, or SBR, are characterized in six
discrete periods:
1. Anoxic fill
2. Aerated Fill
3. React
4. Settle
5. Decant
6. Idle
Anoxic Fill
The influent wastewater is distributed throughout the settled to provide good contact between
the microorganisms and the substrate. Most of this period occurs without aeration to create an
environment that favours the procreation of microorganisms with good settling characteristics.
Aeration begins at the beginning of this period.
Hotel P oje t
ANNEXURE TO APPLICATIONS 40
Settle Aerated Fill
Mixed liquor is mixed with the influent flow in the motive liquid pump, and discharged, as
motive liquid. This initiates the feast period. Feast is when the microorganisms have been in
contact with the substrate and a large amount of oxygen is provided to facilitate the substrate
consumption. Nitrification and denitrification occurs at the beginning of this stage.
React
During this period aeration continues until complete biodegradation of BOD is achieved. After
the substrate is consumed famine stage starts. During this stage some microorganisms will die
because of the lack of food and will help reduce the volume of the settling sludge. The length of
the aeration period determines the degree of BOD consumption.
Aeration is discontinued at this stage and solids separation takes place leaving clear, treated
water above the sludge blanket. During this clarifying period no liquids should enter or leave
the tank to avoid turbulence in the supernatant.
Decant
This period is characterized by the withdrawal of treated effluent from approximately two feet
below the surface of the mixed liquor by the floating solids excluding decanter. This removal
must be done without disturbing the settled sludge.
Idle
The time in this stage can be used to waste sludge. The wasted sludge is pumped to Sludge
holding tank to reduce the volume of the sludge to be discarded. The frequency of sludge
wasting ranges between once each cycle to once every two to three months depending upon
sludge volume index.
4. Filter press:
The excess sludge from sludge conditioning tank will be pumped to filter press, where it is
subsequently dewatered mechanically. This dewatered sludge can be used as solid manure for
agriculture and gardening.
5. Tertiary Treatment:
The treated water stored in the decant Water Tank will be pumped through Pressure sand Filter
and Activated Carbon Filter where the turbidity and residual BOD present will be completely
minimized. The treated water is then collected in the final collection tank. Before reaching this
tank, chlorine solution is dosed in to this water stream, with the help of a Dosing pump, to
disinfect as well as to digest any residual organic matters. The treated water so collected shall
be pumped and used for gardening and irrigation. Also, the same water shall be used for back
washing of filters. The back wash drain, filter rinse drain and the decanted water shall be
pumped/drained back to the equalization tank.
Hotel P oje t
ANNEXURE TO APPLICATIONS 41
DESIGN DETAILS OF STP 1. BAR SCREEN:
Design flow rate = 110 m3/day = 4.58 m3/hr
Peaking factor = 3
Flow (Max) = 4.58 x 3 = 13.75 m3/hr
Desired Velocity through screen (v) = 0.8 m/ sec (for gravity flow)
Net Area of screen = 13.75 m3/hr = 0.0048 m2
3,600 x 0.8 m/sec
Keep the depth of Screen as 0.5 m
Provide Bar screen chamber of 0.5 m width x 0.5 m depth
2. EQUALISATION TANK
OBJECTIVE: To equalize the flow and pollutant concentration. Generally, 6- 8 hrs
Hydraulic retention time is given for equalization tank.
Provide one no. Equalization tank of 8 hrs hydraulic retention
Q max = 110 m3/day
Average flow rate = 4.58 m3/hr
Tank volume required = 4.58 x 8 = 36.67 m3
Size of the unit 4.0 m x 3.1 m x 3.0 m SWD
Average BOD of sewage at the inlet of the Pre-aeration tank. : 300 mg/lit.
Total organic load with 20 % BOD reduction considered. : 60 mg/lit.
Quantity of BOD to be removed =( 60x110 )/1000 = 6.6 kg/day
Total oxygen required assuming 2 Kgs of O2/kg of BOD Removed
: 6.6 x 2 = 13.2 Kgs/day.
Air required for pre aeration : 21 m3/hr.
3. RAW SEWAGE PUMP
Volume of sewage : 110 m3 / day ~ 4.58 m3/hr
Discharge rate : 3.8 l/sec
4. SBR TANK
OBJECTIVE: To oxidize the organic content in the influent and to avoid any objectionable odor.
As chemical not used in the process is biological in nature, the DO levels need to be high for
maintaining the oxygen demand in the system.
Flow (design) = 110 m3/day
BOD = 240 mg/l
Hotel P oje t
ANNEXURE TO APPLICATIONS 42
SBR tank volume = Q x BOD
F/M x MLSS
= 110 x 240
0.1 x 3500
SBR tank volume = 75 m3
Provide 30% for sludge accumulation
Total SBR tank volume provided = 98.0 m3
Assume SWD to be 3.5 m
Therefore plan area required = 98.0/3.5 = 28 m2
Size of Aeration Tank Required: 4.0 m x 7.0 m x 3.5 m SWD
DIFFUSED AERATION SYSTEM
Flow =110 cum/day (4.58 cum/ hr)
Inlet BOD = 240 mg/l
Organic load = BOD X Flow rate
1000
Total organic load in the system: (240 X 110)/ 1000 = 26.4 Kgs/day
Total oxygen required assuming that 2 Kgs of O2/kg of BOD Removed
= 2 X 26.4 = 52.8 Kgs/day
Assu e alpha = . a d β= .
Consider oxygen transfer at 0.35 m depth = 25%
Density of Air = 1.2 Kg/m3
Percentage of Oxygen in Atmospheric air = 21%
Air required = 52.8
1.2 x 0.21 x 0.6 x 0.7 x 0.25
= 1995 m3/day
= 83 m3/hr
5. SLUDGE TRANSFER PUMP
* Discharge rate : 5.0 m3/hr @ 15 m head.
* Type of pump : Horizontal centrifugal with CI open impeller self-priming type
coupled to motor of required speed with B Class insulation and
IP 55 protection hood.
* Function : To transfer the sludge to Filter press
Hotel P oje t
ANNEXURE TO APPLICATIONS 43
6. PLATE & FRAME FILTER PRESS.
Assumed Type of Sludge : Secondary Biological
Design Liquid Sludge Flow : 900 Lts/Day
Concentration of Solids : 1%
Specific Gravity : 1.2
Operating Time
No.of batches/Day : 2 batch
Cycle Time
Feed : 20 Minutes
Compression : 15 Minutes
Cake Discharge : 25 Minutes
Total : 60 Minutes
Assuming the filtration rate of STP sludge as 0.2 m3/m2/batch
Let the size of ea h Plate e = . 2
The total filtration area = 0.45/0.2 = 2.25 m2
Therefore the number of such chambers required will be = 2.25/0.3 = 7.5 nos
Provide 10 no. of filter press plates
7. FILTER FEED PUMP – 2 Nos. (1 W + 1 SB)
Pumping Rate : 6.8 m3/Hr with 10-25 m head
Type of pump : Horizontal centrifugal with CI open impeller self-priming
type coupled to motor of required speed with B Class
insulation and IP 55 protection hood.
Function : To pump the clarified water through Pressure Sand and
Carbon Filters.
8. DECANT TANK
Average flow = 4.58 m3/hr
Provide 6 hr holding capacity
Volume of the tank required= 27.5 m3
Providing SWD 2.7 m
Final collection tank size is 4.0 m X 2.5 m X 3.7 m SWD
Hotel P oje t
ANNEXURE TO APPLICATIONS 44
9. PRESSURE SAND & ACTIVATED CARBON FILTER
OBJECTIVE: To filter the residual suspended solids, odour and color from the clarified water.
Flow rate = 110/16 = 6.8 m3/hr
Type of filter = Dual grade sand filter (vertical type)
Filtrations rate = 10 m3/m2/ hr.
Area of cross section of the Filter = 6.8/10 = 0.68 m2
Diameter of the Dual media filter = 0.9 m
For practical reasons provide Size of Filter= 1.0 m x 1.2 m ht
10. FINAL COLLECTION TANK
Average flow = 4.58 m3/hr
Provide 8 hr holding capacity
Volume of the tank required= 36.7 m3
Providing SWD 3.7 m
Final collection tank size is 4.0 m X 2.5 m X 3.7 m SWD
11. BLOWER CAPACITY
Blower capacity: Air for pre-aeration + SBR Tank + final Collection tank
= 21+ 83 + 12
= 116 m3/hr
Note: The capacity of Common Twin Lobe Roots Air blower suitable to discharge about 116
m3/hr @ 0.45 KSC – 2 No.s (1 W + 1 SB). The common blower shall supply the air required for
the Aeration Tank & equalization tank and final storage tank.
Calculation of diffuser required:
Considering 6 m3/hour diffusion of air through the diffuser /m length
Number of diffusers required = 116/6
= 19.3 diffusers.
Nu e of diffuse s p o ided = No’s
* Type of aeration : Membrane Fine pore diffused aeration System
DISINFECTION UNIT
* Total flow = 110 m3/day
* Hypo dosage recommended : 5-10 mg/l
* Total hypo required : 10 x 110 = 1110 gms/day
* Commercial grade available : 10% = 10 gm/100ml = 100 gm/L
To dose 1110 gms per day we need about 11 L of 10% solution
Hotel P oje t
ANNEXURE TO APPLICATIONS 45
UNIT DETAILS FOR 110 KLD STP
Civil works
Description Size
Bar Screen Chamber 0.5 x 1.0 x 0.5 m
Equalization Tank 4.0 x 3.1 x 3.0 m SWD
SBR Tank 4.0 x7.0 x 3.5 M SWD
Pre-filtration Tank 4.0 x 2.5 x 2.7 m SWD
Final Collection Tank 4.0 x 2.5 x 3.7 m SWD
Electro Mechanical Equipments
Description Size
Bar Screen 0.5 m x 0.5m
Plate & frame filter press No. of plates :10, size : 0.6 m x 0.6 m
Dual Media filter 1.0 m dia x 1.2 HOS
Hotel P oje t
ANNEXURE TO APPLICATIONS 46
FLOW CHART FOR SEWAGE TREATMENT PLANT OF 110 KLD
Baren
SBR1
Tank 1
Collectio
n
tank
Bar
Screen RS
P
For gardening /flushing
Disinfectant
Inlet
PS
ACF
Treated
Water Tank
Filter press
Used as manure
SP2
FFP
Decant
Tank
SBR Tank
1
SBR Tank
2
Equalis
ation
tank
PSF
O&G
trap
Kitchen
Hotel P oje t
ANNEXURE TO APPLICATIONS 47
ANNEXURE: D
WATER BALANCE CHART
Wastewater generated 103 KLD
Recycle for Toilet
Flushing
Daily water
Requirement
106 KLD
STP Designed For
110 KLD
Total Raw Water
demand (Start Up)
123 KLD
Toilet Flushing
17 KLD
Landscape
Development
54 KLD
AC cooling tower
make up
requirement 32 KLD
Hotel P oje t
ANNEXURE TO APPLICATIONS 48
ANNEXURE: E
WATER REQUIREMENT & SEWAGE DISPOSAL - CONSTRUCTION PHASE
Domestic water requirements during construction phase.
Total number of manpower required : 100
Workers residing within the project site during construction: 100
Water requirements @ of 100 LPCD : 100 x 100 = 10,000 L/day
Total domestic water requirements : 10 KLD
ASSUMPTIONS
Total water requirement : 10,000 L/day
Note: Assuming 90% of the water supplied will be generated sewage.
Quantity of water required = 10,000 L/day.
Assuming that 90 % of the water supplied is generated as sewage
= 10,000 x 0.9 = 9,000 L/day or say 9 KLD.
The sewage generated during construction phase will be treated in Package STP
Unit Size for Package STP of 10 KLD
Description Size
Bar Screen Chamber 1.0 x 1.5 x 1.0 m
Equalization Tank 1.37 x 1.37 x 3.5 m SWD
SBR Tank 1.6 x 1.6 x 3.5 m SWD
Pressure Sand filter 0.36 m dia x 1.5 HOS
Activated Carbon Filter 0.36 m dia x 1.5 HOS
Hotel P oje t
ANNEXURE TO APPLICATIONS 49
ANNEXURE: F
SOLID WASTE GENERATION & ITS MANAGEMENT
CONSTRUCTION PHASE:
The total manpower : 100
Considering solid waste generation @ 0.2 kg/capita/day
Total solid waste generation : 100 x 0.2 = 25 Kg/day
The solid Wastes generated will be collected, segregated, composted in compost pits and
the product will be used as manure for landscape development.
OCCUPANCY PHASE:
The wastes that are generated from the day to day activities which are in solid form are
categorized as solid wastes. Solid Wastes include dry refuse of house and street sweepings,
crockery, Kitchen Wastes, waste automobile parts, and also electronic wastes. Collection,
disposal and management of Solid Wastes are very important to avoid the nuisance and
unhygienic conditions.
The quantity of solid waste generated from the project is calculated as below.
Hotel P oje t
ANNEXURE TO APPLICATIONS 50
SOLID WASTE GENERATED FROM THE PROPOSED PROJECT:
Sl. No. Description 5 Star Solid Waste Generation
1 Guests:
Solid waste
generation rate
Solid waste
generated
192
persons
192 persons
1.2 Kg/person/day
192 X 1.2 = 231
Kg/da … A
2 Staff:
Solid waste
generation rate
Solid waste
generated
130
persons
130 persons
0.5 Kg/day
130 X 0.5 = 65 Kg/da …(B)
3 Visitors:
Solid waste
generation rate
Solid waste
generated
100
persons
100 persons
0.1 kg/day
100 X 0.1 = 10 kg/da … C
4 Banquet Halls:
Solid waste
generation rate
Solid waste
generated
285
persons
285 persons
0.2 kg/day
285 X 0.2 = 57 kg/da … D
Organic and Inorganic waste:
Quantity of solid waste generated from the hotel 363 kg/day
Organic solid waste: 60 % of the total waste 218 kg/day
Inorganic solid waste: 40 % of the total waste 145 kg/day
The solid wastes generated are segregated at point of generation, collected and stored at a
common designated place and Organic solid waste will be treated in an organic converter,
the product will used as manure for Landscape. The inorganic waste is sent for recycling.
The details of Operational procedure and Flow chart of Organic Converter is as below.
Hotel P oje t
ANNEXURE TO APPLICATIONS 51
ORGANIC WASTE CONVERTER
Operational procedure
Before Conversion
At converter
After Conversion
Collection of organic
waste in a container
Feed the waste in the machine after
draining excess of water from food waste
Mix culture and absorbent with waste
Crush and mix (10 min)
Repeat the feeding batches till material
finishes
Collect crushed pulp in a tray for aeration & drying. Ensure sufficient spreading for
proper drying in the tray for making
pellets or make heap for composting
Recycle dry pulp as additive with next fresh waste in (10:4) & remaining as final product
i.e., fuel pellets or organic manure
Clean the machine at the end of operation
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ANNEXURE TO APPLICATIONS 52
Fuel pellets needs 2-3 days of sun drying and Bio-manure needs 10-15 days of curing time in
open space.
PROCESS FLOW CHART FOR ORGANIC WASTE CONVERTER
The compost formed by this method will have a pH value of 6.5 – 7.5 C:N ratio of 15:1 and
organic matter of 40 – 50%. There will not be any pathogens and the pellets manufactured
will have a calorific value of 3500 to 4000 Kcal/Kg.
Organic Waste
Waste Treatment -10 min
Output (Homogenized
& Odor Free)
Sun Drying For 2 Days in Open for Fuel Pellets
Curing 15-20 Days in a Container for Bio-Manure
Water/Room Heating Application
Kinder Garden / Landscaping Application
Hotel P oje t
ANNEXURE TO APPLICATIONS 53
SECONDARY SLUDGE FROM STPs:
The solid aste ge e ated f o the “TP’s of secondary settling is in the form of stabilized
secondary sludge. Then is passed through the Plate & Frame filter press, the solids obtained
as semi solid cakes are used as organic manure for the development of plantations within
the premises. The quantity of secondary sludge from the secondary settling units of the
treatment
* Rate: 110 m3/day and Sludge - 40 Kgs/Day
HAZARDOUS WASTE:
The Hazardous waste generated from the project is waste oil of about 50 – 100
Litres/annum which will be stored in closed barrels and disposed to KSPCB approved and
CPCB register waste oil re-processors. Authorization will be obtained from KSPCB as per
Hazardous waste (Management & Handling) Amendment Rules, 2008.
BIO MEDICAL WASTE:
The Bio Medical Waste generated from the project will be collected and segregated at
source based on their categorization as per the Biomedical Waste (Management and
Handling) Rules in containers and will be disposed as per the guidelines. Common
designated place will be earmarked for the storage of bio medical waste and will be
disposed scientifically.
e - WASTE:
The Electronic Waste (e- aste su h as CD’s, Pe d i es, o pute a d its o po e ts, used
batteries, etc., from the project will be segregated, collected and stored at a designated
place and will be handed over to authorized recyclers
Hotel P oje t
ANNEXURE TO APPLICATIONS 54
ANNEXURE – G
ENVIRONMENTAL MANAGEMENT PLAN
1. INTRODUCTION:
The Environmental Management Plan (EMP) is aimed at mitigating the possible adverse
impact of a project and ensuring the existing environmental quality. The EMP covers all
aspects of planning, construction and operation of the project relevant to environment. It is
essential to implement the EMP right from the planning stage continuing throughout the
construction and operation stage. Therefore the main purpose of the Environmental
Management Plan (EMP) is to identify the project specific activities that would have to be
considered for the significant adverse impacts and the mitigation measures required.
The construction phase impacts are mostly short term, restricted to the plot area and not
envisaged on the larger scale. In the operational phase the environmental impacts are due
to continuous operation of the project, hence, the emphasis in the Environment
Management Plan (EMP) is to minimize such impacts. The following mitigation measures
are recommended in order to synchronize the economic development of the project area
with the environmental protection of the region.
The emphasis on the EMP development is on the following;
Mitigation measures for each of the activities causing the environmental Impact.
Monitoring plans for checking activities and environmental parameters and
monitoring responsibilities.
Role responsibilities and resource allocation for monitoring; and
Implementation of the Scheduled plan.
Environmental management plan has been discussed in the following sections separately
for Construction phase and Operational phase:
2. EMP DURING CONSTRUCTION PHASE:
During Construction phase, the activities which need to be monitored and managed from
the point of pollution are detailed in the subsequent sections.
Hotel P oje t
ANNEXURE TO APPLICATIONS 55
2.1 LEVELLING AND SITE CLEARANCE:
The earth excavated from the project is from footings and foundations. The total quantity of
excavated soil is about 8,000 cum. About 3000 cum of excavated soil is used for back filling
and 5000 cum will be used for landscape development within the project site.
Environmental Management during Leveling and Site Clearance
Environmental
Impacts
Mitigation Proposed Remarks
Noise generation:
Caused due to
Excavators and
Bulldozers
Most optimum no. of
operation by the heavy
equipment
Selection of equipment with less
noise generation
The earth moving equipment shall
be periodically checked and
maintained for noise levels.
The worker to be provided with
adequate PPE such as ear plugs
To reduce noise
level, equipment
provided with noise
control devices is
only used.
Dust generation:
Leveling operations
results in the
emission of dust.
The site cleared will be
periodically watered to reduce
dust emissions.
Barricades like metal sheets
should be provided all-round the
premises to avoid fugitive dust
emission into the neighboring
area apart from water sprinkling.
The workers to be provided with
PPE such as nose masks and
goggles to reduce impact.
Tertiary treated
water to be used.
2.2 TRANSPORTATION OF CONSTRUCTION MATERIALS:
During the Transportation of construction materials, minimum no. of vehicles will be
used. Most optimum route will be planned to reduce the impact of transportation activity
on the environment.
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ANNEXURE TO APPLICATIONS 56
Environmental Management during Transportation
Environmental Impacts Mitigation Proposed
Noise generation
Quality fuel will be used.
Periodic maintenance of vehicles is required
Dust generation
Quality packaging of the construction materials
Construction materials shall be covered with tarpaulin
sheet to prevent them from being air borne
The vehicle speed shall be regulated
The workers, transporting materials shall be provided
with PPE such as nose masks to reduce impact of air
borne dust on their health
Vehicular emissions Periodic emission check for vehicles is required
Clean fuel shall be used for vehicles
2.3 CONSTRUCTION ACTIVITIES:
During the construction work, the following impacts are identified to monitor and
mitigate the level of impact.
Environmental Management during Construction
Environmental
Impacts
Mitigation Proposed Remarks
Noise generation
Selection of Less noise generating
equipment
Personnel Protective Equipment
(PPE) such as ear plugs and helmets shall be
provided for workers
The working hours are imposed on
the construction workers.
Implementation
responsibility:
Contractor - Civil
Works
Dust generation PPE in the form of nose masks are
provided for construction workers
Use of water sprays to prevent dust
from being air borne
Barricades like metal sheets will be
provided all around premises to avoid
fugitive dust emission to neighboring area
apart from water sprinkling
Implementation
responsibility:
Contractor
Hotel P oje t
ANNEXURE TO APPLICATIONS 57
Water discharge
(construction
works)
Sewage generated will be treated in
Package STP
Implementation
responsibility:
Contractor
Air Emissions from
Construction
machinery
Periodic check and regular maintenance
of construction machinery for
emissions.
Clean fuel to be used in equipment
Implementation
responsibility:
Contractor
2.4 WASTEWATER DISCHARGE:
The sewage generated from the labors during construction is estimated to be about 10 KLD.
The sewage will be treated in Package STP of about 10 KLD.
2.4.1 LABOUR CAMPS:
Environmental Management for Labor Camp:
Environmental
Impacts
Mitigation Proposed Remarks
Domestic
wastewater
generation
Provision of adequate sanitation facilities Implementation
responsibility:
Contractor
Usage of water Water for labor camps is supplied in
required quantities.
Implementation
responsibility:
Contractor
Solid waste
generation
Segregation of Dry Waste and Wet Waste.
The solid Wastes generated will be
collected, segregated, composted in
compost pits and the product will be used
as manure for landscape development.
Implementation
responsibility:
Contractor –
maintenance.
2.5 DISPOSAL OF EXCAVATED EARTH:
The earth excavated from the project is from footings and foundations. The total quantity of
excavated soil is about 8,000 cum. About 3000 cum of excavated soil is used for back filling
and 5000 cum will be used for landscape development within the project site.
Hotel P oje t
ANNEXURE TO APPLICATIONS 58
2.6 PERSONNEL SAFETY SYSTEM:
It is planned to adopt the safe working practices which shall govern all construction works
undertaken throughout the project. Following Safety Aids to all laborers will be provided:
Safety Helmets, Safety Belts, Safety Shoes, Hand gloves
Gumboots while concreting
Safety Goggles while welding/ Stone dressing etc.
Facemasks and full body kit while Pest control
Implementation of Safety procedures such as:
• Usi g p ope lifti g te h i ues
• Usi g “afe “ affolds
• Hot o k pe its fo Fa i atio a d Weldi g
FINANCIAL ALLOCATION / BUDGETORY PROVISION FOR EMP ASPECTS (CONSTRUCTION
PHASE)
Sl.
No.
Description Financial Provision in
Lakhs
Capital
Cost
Recurring
Cost
1 Environmental Management Plan during construction
phase:
Tertiary treated water for
• Sprinkling to control fugitive dusts
Construction & curing purposes
Flushing
3.0
3.0
1.5
2.0
1.5
0.5
2 Package STP 3.0 -
3 Sewage Treatment Plant for Operation Phase 50.0 -
4 Potable water requirement for the construction workers 2.5 1.0
5 Maintenance of Vehicles and equipments - 1.0
6 Top Soil Conservation 5.0 -
7 Temporary Storm Water Drains 3.0 1.5
8 Personal protection safety gadgets and health care. 1.5 0.25
9 First aid facilities for workers 2.5 0.5
10 Plantation of Saplings 3.0 2.0
11 Environmental Monitoring Plan (Air, Noise, Water and Solid
Waste).
- 2.5
12 TOTAL 78.00 12.75
Contingency at 10 % 7.8 1.275
TOTAL 85.8 14.025
Hotel P oje t
ANNEXURE TO APPLICATIONS 59
3. EMP DURING OPERATION PHASE:
Following are the identified operational phase activities in the impact assessment, which
may have impact on the environment.
1. Air quality
2. Water quality
3. Noise quality
4. Solid waste disposal
5. Green belt development
6. Storm water Management
3.1 AIR QUALITY MANAGEMENT:
The pollutants envisaged from the proposed project are SPM, S02, NOx, HC and CO mainly
due to burning of liquid fuel (HSD) in DG.
Exhaust from DG set will be emitted from stack of adequate height for dispersion of
gaseous pollutants. The following Table presents the EMP for air quality management
during operation phase.
Air Quality Management during Operation Phase
Environmental Impacts Mitigation Proposed
DG set Equipment selected will ensure the
exhaust emission standard as prescribed as per the
latest amendments from the MoEF.
DG will be used as stand-by unit
Periodic check and maintenance
Ambient air quality Ambient air quality monitoring as per the
prescribed norms at regular interval.
3.2 WATER QUALITY MANAGEMENT:
Water requirement of project will be met through Mangalore City corporation sources.
Details of water requirement and Water balance is presented in Annexure B & D
respectively.
The sewage generated from the proposed project will be treated in the proposed STP. The
treatment scheme for domestic sewage generated from project is discussed in
Annexure - C. Treated water will be reused for flushing, gardening etc., and the following
Table presents the EMP for water quality.
Hotel P oje t
ANNEXURE TO APPLICATIONS 60
Water Quality Management during Operation Phase
Environmental impacts Mitigation Proposed
Wastewater Treated with proposed sewage treatment plant to
produce tertiary treated water which is ultimately
reused for secondary purposes such as flushing and
landscaping development etc.,
Water conservation measures will be Encouraged
3.3 NOISE MANAGEMENT
High noise generating units such as DG sets will be provided with acoustic enclosures.
Landscaping in the project boundary will further act as noise barrier and helps in
attenuation of noise. The following Table presents the EMP for noise level.
Noise Management during Operation Phase
Environmental Impacts Mitigation Proposed
Noise from DG set area Acoustic enclosures are proposed for DG set
DG set are installed in an area (utility section) where
the access will be restricted
The use of PPE (ear plugs) will be mandatory in this
area
Selection of equipment to ensure that the residual
noise level of < 55 dB(A)
Noise levels will be checked periodically using a noise
pressure level meter
3.4 SOLID WASTE MANAGEMENT:
The solid wastes generated during operation phase can be categorized under
Three types: Domestic/Residential Waste
Wet Garbage: Food waste, Lawn mowing wastes etc.
Dry Garbage: Paper, Plastic, Bottles, etc.
Sludge from Sewage Treatment Plant (STP)
The solid waste generated and its management is detailed in Annexure – F.
Hotel P oje t
ANNEXURE TO APPLICATIONS 61
The various mitigation measures to be adopted during collection and disposal of wastes are
as follows:
It is preferable that the container and bins used for collection of waste should be of
closed type so that the waste is not exposed and thus the possibility of spreading of
disease through flies and mosquitoes is minimized.
Collection system should be properly supervised so that quick and regular removal
of waste from the dustbin is practiced.
Door to door collection shall be done to collect the solid wastes. The wastes will be
treated in organic converter and the inorganic wastes such as plastic materials, glass
& metal wastes are handed over to the waste recyclers.
3.5 STORM WATER MANAGEMENT:
As the project location is blessed with fairly good rainfall, it is planned to collect the storm
water at different gradients of the location. There will be rainfall runoff from building roof-
tops, roads and pavements and greenbelt area. Necessary provision will be made to collect
the quantity of rainfall runoff during the most rainy day of season. Necessary rain
harvesting pit/recharge pit at every 15 m centre to centre have been envisaged. A storm
water drain with 600mm wide with RCC precast perforated cover and 1800 mm dia RCC
precast Ring soak pit will be provided around the periphery of property and designed as per
building by-law (schedule 12). The details of the rain water harvesting facilities can be
interpreted in the layout plan.
3.6 LANDSCAPE DEVELOPMENT:
Vegetation is the natural extension of the soil ecosystem on a site. It can provide summer
shade, wind protection, and a low-maintenance landscape that is adapted to the local
environment. Unfortunately, the common practice is to remove the existing landscape
cover and replace with a generic, water and maintenance-intensive lawn. The proposed
project site does not have any trees.
Following approach will be adopted for Vegetation and Ground Management. It is planned
to include an ecologically knowledgeable landscape architect as an integral member of the
design team.
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ANNEXURE TO APPLICATIONS 62
4. MANAGEMENT OF SOCIO-ECONOMIC ISSUES:
“ hools fo la o e ’s children
Temporary education centers (Crèche) will be provided for education of the children of the
laborers.
Health a p fo la o e ’s family
Periodical health camps will be organized to monitor and facilitate the occupants of the
labor camps.
HEALTH RISK AND DISASTER MANAGEMENT.
Public health and safety
Since all the construction related activities are confined to the project site, minimal health
related impacts are envisaged within the project influenced area during the construction
stage.
At the project site on an average of 50 persons will be engaged, who face direct exposure to
dust and noise generated from the construction activity. This is likely to cause health
related affects such as asthma, bronchitis etc. and hearing impairments respectively.
To minimize these anticipated impacts, suitable actions like
• Use of ate sp i kle s to p e e t dust f o ei g ai o e. • P o idi g suita le pe so al p ote ti e e uip e ts PPE like
mouth mask with filters, helmets etc.
• Pe iodi health checkup camp for the laborers will be arranged.
• P o isio of safet elts. • I ase of injury Ion site medical treatment and transport will be organized.
• E plo i g a safet e gi ee .
Due to operation of the proposed project, there will be enhancement in public Health and
safety.
Regular visit of resident medical officer to take care of the first aid and primary
medication in case of emergency.
First aid kit with primary medicines will always be available in the medical centre.
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ANNEXURE TO APPLICATIONS 63
Display of action plan and preparedness measures during emergency situations.
5. EMP IMPLEMENTATION SCHEDULE:
Phased according to the priority, the implementation schedule is presented in the following
table.
Implementation Schedule for EMP
Sl.
No.
Recommendations Requirement
1 Air pollution control measures Before commissioning of the project
2 Water pollution control measures Before commissioning of the project
3 Noise control measures Along with the commissioning of Project
4 Solid waste management During commissioning of the project
5 Landscape development Stage-wise implementation
The responsibility of EMP implementation lies with the project promoter for a period of 3
years. Once the EMP / project management cell is established, the EMP responsibility will
be properly handed over with clearly defined procedures and guidelines.
FINANCIAL ALLOCATION / BUDGETORY PROVISION FOR EMP ASPECTS (OCCUPANCY PHASE)
Sl.
No.
Description Financial Provision in
Lakhs
Capital
Cost
Recurring
Cost
1 Operation of Sewage Treatment Plant - 3.5
2 Reclaimed Sewage Distribution Network 6.0 2.0
3 Rain water harvesting tanks and its facilities 5.0 2.0
4 Ground water recharging pits & its management 5.0 2.0
5 DG sets acoustic & Maintenance 7.0 2.0
6 Landscaping 6.0 1.0
7 Solid waste management per annum 10.0 1.5
8 Environmental Monitoring Plan per annum (Air, Noise,
Water)
- 2.5
9 TOTAL 39.0 16.5
Contingency at 10 % 3.9 1.65
TOTAL 42.9 18.15
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ANNEXURE TO APPLICATIONS 64
6. ENVIRONMENTAL MONITORING ROUTINES:
A comprehensive monitoring program is suggested below:
Monitoring Schedule for Environmental Parameters
Sl.
No
Particulars
Monitoring
frequency
Duration of
monitoring
Important
parameters for
monitoring
I Air Quality
1. Ambient Air monitoring
Project premises Once in a
month
24 hourly
sample
RSPM, SPM,
SO2, NOx
2. Stack monitoring
Once in a
year if
required
Grab SPM, SO2, NOx,
HC, CO
II Water and Wastewater Quality
1. Water Quality
1. Groundwater at two locations Once in a
month
Grab As per KSPCB
requirements
2. Wastewater quality
3. Inlet into STP NA NA -
4. Treated effluent Once in a
month
- -
III Soil Quality
1. Within project premises at 1
location on effluent discharging
area/land
Once in 6
month
Composite
sample
As per KSPCB
requirements
2. Ecological preservation and up
gradation
Seasonal Visual
observations
Survival rate
IV Noise monitoring
1. Project premises Once in 6
month
Day and night As per KSPCB
requirements
Hotel P oje t
ANNEXURE TO APPLICATIONS 65
ANNEXURE – H
RAIN WATER MANAGEMENT SCHEME
RAIN WATER HARVESTING AND GROUNDWATER RECHARGING:
VOLUME OF RAIN WATER HARVESTED:
The total amount/quantity of water i.e., received in the form of rainfall over an area is
called the rain water endowment of that area, out of which the amount of water that can
be effectively harvested is called the rain water harvesting potential.
Rain Water harvesting potential = Intensity of Rainfall (m) x Roof Area x
Impermeability Factor
The collection efficiency accounts for the fact that all the rain water falling over an area
cannot be effectively harvested due to losses on account of evaporation, spillage or run off
etc.,
According to the data available from the Indian Meteorological Department, the average
annual rainfall around Mangalore is about 4000 mm
Assuming an average of 120 Rainy Days in a year
Quantity of roof top rain water harvested from the project:
The 10th floor built-up area of the project is about 1,011.38 SQM.
For rain water harvesting consider 75 % of this total area = 758.535 SQM.
Water Harvested per Year = Mean Annual Rainfall x Plot Area x Collection Efficiency
= 4.0 x 758.535 x 0.9
= 2730.726 Cum
= 27,30,726 L/Year
= 22,756.05 L/Day or say 23,000 L/day or 23 m3/day
Note:
a) * - Rain Water harvesting potential = Intensity of Rainfall (m) x Roof Area x
Impermeability Factor, Where
b) Intensity of Rainfall = 4.0 m/day
c) Impermeability Factor = 0.9
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ANNEXURE TO APPLICATIONS 66
Rain water storage sump of 50 cum capacity is proposed to collect the rain water and will
be reused for domestic purposes.
STORM WATER MANAGEMENT:
Storm water disposal is divided into 2 Groups:
Terrace Storm water disposal: The entire rainwater from the terrace would be
disposed through suitable rain water pipes and collecting in the dedicated rain water
collection sump, which is proposed at site level. This water will be utilized for
domestic purpose (as detailed in VOLUME OF RAIN WATER HARVESTED).
Site (Paved and landscape area) Storm water disposal: The entire storm water from
the site would be disposed of through suitable RCC Box drainage system to the
rainwater recharge pits and the excess is diverted to external storm water drainage.
The amount of storm water that the landscaped area will produce can be determined by
considering the impermeability factor to be 0.3.
Q = 4.0 x 7590.4 x 0.3
= 9108.48 Cum
= 91,08,480 L/Year
= 75,904 L/Day or say 76,000 L/day or 76 m3/day
The amount of storm water that the paved area will produce can be determined by
considering the impermeability factor to be 0.9.
Q = 4.0 x 12,257.74 x 0.9
= 436527 Cum
= 43,65,22,270L/Year
= 36,37,685.58 L/Day or say 37,00,000 L/day or 370 m3/day.
The Total amount of storm water = landscaped area + paved area
= 370 + 76 cum/day
= 446 cum/day
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ANNEXURE TO APPLICATIONS 67
Ground water recharging pits along the inner periphery of the boundary wall with
recharging pit of size 1.2 m dia x 2.5 m deep spaced at 15 m center to center are proposed.
Recharge pits are filled with graded media comprising of Boulder at bottom and with coarse
aggregates to facilitate percolation of harvested rain water to Recharge Ground Water
table. The Pits are interconnected in such a way that the rain led to the first recharge pit is
also led to the next pit. The excess rain water shall be drained off to the storm water drain.
Hotel P oje t
ANNEXURE TO APPLICATIONS 68
ANNEXURE: I
DISASTER MANAGEMENT PLANS FOR PRE CONSTRUCTION PHASE:
Risk and disaster management plan:
Disaster is an unexpected event due sudden failure of the system, external threats, internal
disturbances, earth quakes, fire and accidents. Thus an appropriate management plan shall
be incorporated.
Precautions:
Once the likelihood of the disaster is suspected, preventive actions should be
undertaken by the project in-charge.
Conditional maintenance of equipments, materials, and expertise for use during
emergency.
The electrical systems shall be provided with automatic circuit breakers activated by
over current.
Proper escape routes are planned and displayed in the public domain.
Selected representatives are given proper training to guide other inhabitants during
Fire accidents.
Periodic awareness program is conducted for the workers on their roles during
emergency situations.
Important telephone numbers like police authorities, fire department and hospitals etc., of
use during emergency situations will be made available.
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ANNEXURE TO APPLICATIONS 69
ANNEXURE: J
Environmental Management Plan for control of Dust and Noise pollution during
construction phase:
Environmental Impacts Mitigation Proposed
1. Leveling and Site Clearance:
Noise generation:
Caused due to
Excavators and
Bulldozers
Most optimum no. of operation by the heavy
equipment
Selection of equipment with less noise generation to
be used
The earth moving equipment will be periodically
checked and maintained for noise levels.
The workers will be provided with adequate PPE
such as ear plugs to reduce impact of high noise
levels.
Dust generation: Leveling
operations results in the
emission of dust.
The site cleared shall be periodically watered to
reduce emission of dust particles
Barricades like metal sheets will be provided all
round the premises to avoid fugitive dust emission in
to the neighboring area apart from water sprinkling.
The workers will be provided with PPE such as nose
masks and goggles to reduce impact on health.
2. Transportation of Construction Materials:
Dust generation
Quality packaging of the construction materials
Construction materials shall be covered with tarpaulin
sheet to prevent them from being air borne
The vehicle speed shall be regulated
The workers transporting materials shall be provided
with PPE such as nose masks to reduce impact of air
borne dust on their health
Noise generation
Quality fuel will be used.
Periodic maintenance of vehicles is required
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ANNEXURE TO APPLICATIONS 70
1. Construction Activities:
Noise generation
Selection of Less noise generating equipment
Personnel Protective Equipment (PPE) such as ear
plugs and helmets will be provided for workers
The working hours will be imposed on the construction
workers.
Dust generation PPE in the form of nose masks will be provided for
construction workers
Use of water sprays to prevent dust from being air
borne
Barricades like metal sheets will be provided all
around the premises to avoid fugitive dust emission
in to the neighboring area apart from water
sprinkling
Hotel P oje t
ANNEXURE TO APPLICATIONS 71
ANNEXURE: K
RISK ASSESSMENT & MANAGEMENT PLAN:
a. Construction Phase:
Sl. No. Potential Mitigation
1 Accidental fire Fire safety gadgets.
2 Fall of objects Use of personal protection devices like helmets.
3 Working at great heights Protection to prevent fall with life safety belts
and nets.
4 Accidents from
construction machinery
Personal protection gadgets
5 Electrical mishap Adopting safety measures to prevent any act of
negligence and providing electrical safety
measures like fire extinguishers.
b. All necessary measures will be taken to avoid accidents and mishaps during operation
phase.
Precautions for Risk and Disaster Management Plan:
Once the likelihood of the disaster is suspected, preventive actions should be
undertaken by the project in-charge.
Conditional maintenance of equipments, materials, and expertise for use during
emergency.
The electrical systems shall be provided with automatic circuit breakers activated by
over current.
Fire extinguishers are provided at pre-notified locations inside the building.
Proper escape routes are planned and displayed in the public domain.
Selected representatives are given proper training to guide other inhabitants during
Fire accidents.
Periodic awareness program is conducted for the occupants on their roles during
emergency situations.
Important telephone numbers like police authorities, fire department and hospitals etc. of
use during emergency situations are made available.
Hotel P oje t
ANNEXURE TO APPLICATIONS 72
ANNEXURE: L
SOIL INVESTIGATION REPORT
Report on the Soil Investigation for the 5 Star Hotel project with Restaurants, Banquet Hall,
Coffee Shop, Health club & Bar at R.S. no.11-3A, 11-4C, 11-7, 11/3B, 11/8, 11/5B2, 11/6A,
11/6B, of no. 154, Penamburu Village, Mangalore Taluk, Dakshina Kannada District.
INTRODUCTION:
M/s. Hotel Moti Mahal Private Limited., Falnir Road, Mangalore-575001 have conducted Soil
Investigation for the proposed 5 Star Hotel project with Restaurants, Banquet Hall, Coffee
Shop, Health club & Bar and primary objective of this investigation is to establish the ground
condition at the site and to evaluate the soil characteristics through various tests.
SUBSURFACE PROFILE:
The sub-soil profile indicates that the Silty sand with gravels (SM/GA) sustain a safe bearing
capacity of 25 T/m2 at depth below proposed cellular bottom level or 3.0 m below existing
ground level for open foundations. The subsoil profile indicates that the Soft Weathered rock
sustain a safe bearing capacity of 28.00 to 35.00 T/m2 at 3.5 to 5.0 below existing ground level
for open foundations. The Soft Weathered to Soft to Medium Hard Rock is encountered at
deeper depths. During the time of investigation water table was not encountered up to
termination depth.
CONCLUSIONS:
The following conclusions are given based on field investigations.
1. The subsoil stratum is found to be medium stiff/medium dense in nature.
2. The silt/clay present in the soil, medium compressible in nature.
3. During the time of investigation water table was not encountered up to termination depth.
Hotel P oje t
ANNEXURE TO APPLICATIONS 73
ANNEXURE: M
TRAFFIC MANAGEMENT MEASURES
a) Merging of vehicles will be performed only to left traffic from the exit gates, this
ensures safety.
b) To establish smooth entry & exit of vehicles, bell mouth shape geometry is provided
at the gates. This ensures smooth transition for merging of vehicles.
c) Yellow paint junction boxes are painted at the locations to create psychological
barrier for through drivers to control the speed.
d) Rubber humps are introduced for the outgoing vehicles at the exit gate drive way. All
gates are manned with efficient security who can guide the entry and exit of
vehicles.
e) Adequate sign & guide posts for traffic as per IRC (Indian Roads Congress).
f) Road marking, STOP lines, parking lanes, slot numbers etc, must be clearly painted
so as to guide the vehicles.
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ANNEXURE TO APPLICATIONS 74
ANNEXURE: N
ENERGY SAVINGS REPORT
a. Energy Efficient motors, whose efficiency is not lower than the limits specified in section
8.2.2 of the Energy Conservation Building Code will be installed.
b. Dry type Transformer with efficiency not lower than the limits specified in section 8.2.1
of the code shall be considered.
c. Power monitoring, recording and check metering will be provided in the main LT panels
on the incoming feeders and individual outgoing feeders covering all parameters such as
Current, Voltage, Energy & THDI as stipulated in section 8.2.4 of the code.
d. Cable sizing and design of distribution system will ensure that the total distribution loss
will not exceed 1% of the total energy consumed as stipulated in section 8.2.5.1 of the code.
e. Timer controls will be incorporated in the distribution board of external lighting to save
energy as stipulated in section 7.4 of the code.
f. Power conditioning equipment will be installed to limit THDI to 5% which shall also
improve power factor to 0.95 as stipulated in section 8.2.3 of the code.
g. Solar Lighting shall be provided at strategic locations in outdoor areas.
h. Water cooled Chillers are used instead of air cooled chillers which provide energy
savings.
j. VFD drives shall be provided for secondary pumps for water cooled chillers and lifts which
will result in energy savings.
Hotel P oje t
ANNEXURE TO APPLICATIONS 75
ANNEXURE – O
PROJECT RELEATED DRAWINGS & PLANS