CONCEPTUAL DEVELOPMENT PLAN RESTAURANTS, …€¦ · RESTAURANTS, BANQUET HALL, COFFEE SHOP, HEALTH CLUB & BAR ... Dakshina Kannada District. ... Banquet Hall, Coffee Shop, Health

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,


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


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

mailto:[email protected]

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




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




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)


/No




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)


/No




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


quantities/rates, wherever possible)

with source of information data with


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.


/No




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.


/No




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


/No




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


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 – 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,


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


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


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


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


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: 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


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: 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


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


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


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


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

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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

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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

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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

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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

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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

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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

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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

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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.

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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.

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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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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

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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

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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.

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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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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


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

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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


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.

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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

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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


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.

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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


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.

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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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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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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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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

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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

Hotel P oje t


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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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.

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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: J

Environmental Management Plan for control of Dust and Noise pollution during

construction phase:


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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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

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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.

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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.

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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: 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.

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ANNEXURE – O

PROJECT RELEATED DRAWINGS & PLANS

Documents

CONCEPTUAL DEVELOPMENT PLAN RESTAURANTS, …€¦ · RESTAURANTS, BANQUET HALL, COFFEE SHOP, HEALTH CLUB & BAR ... Dakshina Kannada District. ... Banquet Hall, Coffee Shop, Health