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FORM 1

Proposed Hotel Project

“Sikka Hotel”

At

Plot No. 10, 11, 12 at IIE,

Sahastradhara Road (IT Park),

Dehradun, Uttarakhand

Project Proponent: M/s Sikka Super Spaze Pvt. Ltd.

Environmental Consultant

EQMS India Pvt. Ltd.

304-305, IIIrd Floor, Rishabh Tower,

Plot No. 16, Karkardooma Community Centre,

Karkardooma, Delhi-92

June,

2017

Sikka Hotel at Plot No. 10, 11, 12 at IIE, Sahastradhara Road (IT Park), Dehradun,

Uttarakhand

Form 1

M/s Sikka Super Spaze Pvt. Ltd.

CONTENTS

SI. NO. DESCRIPTION PAGE NO. I Basic Information 1 II Activity 2 III Environmental Sensitivity 11


Uttarakhand

Form 1

1

M/s Sikka Superb Spaze Pvt. Ltd.

FORM- I

S. No. Item Details

1. Name of the project/s Proposed Hotel project “Sikka Hotel” at

Dehradun 2. S. No. in the schedule 8(a) (Category B2)

Applied in Category A as SEIAA Uttarakhand is

not formed till date after it dissolved in March,

2016 3. Proposed capacity/area/length/tonnage to

be handled/command area/lease

area/number of wells to be drilled

Total Plot area= 8094m2

Proposed FAR= 16034.78 m2

Proposed Built-up Area=28006.62 m2.

4. New/Expansion/Modernization New 5. Existing Capacity/Area etc. Nil 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 Plot/Survey/Khasra No. Village Tehsil District State

Center coordinates of project site are

30°21'41.67"N & 78°05'06.66"E

Plot No. 11, 12, 13 IIE, Sahastradhara Road IT Park Dehradun Dehradun Uttarakhand

10. Nearest railway station/airport along with

distance in kms. Nearest Railway Station: Dehradun Railway

station (6.7 km, SW) Nearest Airport:Jolly Grant (Dehradun) Airport

(21 km, S) (Source of information:- Aerial Distance from Google

Earth) 11. Nearest Town, city, District Headquarters

along with distance in kms. Nearest City:Dehradun (7 km, SW) District Headquarters: Dehradun (7.0 km, SW)

12. Village Panchayats, ZillaParishad,

Municipal Corporation, Local body

(complete postal addresses with telephone

nos. to be given)

State Infrastructure and Industrial Development

Corporation of Uttarakhand Ltd. Head Office 29, IIE (IT Park), Sahastradhara Road Dehradun-248001, Uttarakhand (India) Phone: 0135-2708100, 2608092 Fax:- 2708109 Email: [email protected]

13. Name of applicant M/s Sikka Superb Spaze Pvt.Ltd. 14. Registered Address C-60, Sikka House Vikas Marg, PreetVihar New

Delhi 110092, India

mailto:[email protected]


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15. Address for correspondence : Name Designation (Owner/Partner/CEO) Address Pin Code Telephone No. E-mail Fax No.

Suman Kumar Guha GM, Planning C-60, Sikka House Vikas Marg, PreetVihar New

Delhi, India 110092, 9650090989 [email protected] --

16. Details of Alternative Sites examined, if

any. Location of these sites should be

shown on a toposheet.

No alternative site is considered. Site is approved

by SIIDCUL for project development.

17. Interlinked Projects No

18. Whether separate application of interlinked

project has been submitted? No

19. If yes, date of submission Not Applicable

20. If no, reason Not Applicable

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? 1. NBC Guidelines 2. SIIDCUL/SIDA Bye Laws

23. Forest land involved (hectares) No Involved

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.

No

(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.)

S. 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 No Project site lies in IIE Sahastradhara Road IT Park.

Site is approved by SIIDCUL for development of

mailto:[email protected]


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increase in intensity of land use (with

respect to local land use plan) project and no change in land use is involved

1.2 Clearance of existing land, vegetation

and buildings? No No significant vegetation exists at the project site

1.3 Creation of new land uses? No Project site lies in IIE Sahastradhara Road IT Park.

Site is approved by SIIDCUL for development of

project and no change in land use is involved 1.4 Pre-construction investigations e.g. bore

houses, soil testing? No Soil quality testing study is carried out for the

project site 1.5 Construction works?

Yes All construction activities will be confined within

the project premises; there will be no physical

changes outside the project boundary. 1.6 Demolition works? No Project site is an open land. Demolition is not

required as not structure exists at the site. 1.7 Temporary sites used for construction

works or housing of construction

workers?

Yes All the construction activity including stocking of

raw materials will be confined within the project

site only. Majorly local labour will be hired, few

temporary labour hutments may be required to be

provided but will confine within the site. Sanitation

facilities will be developed at site. 1.8 Above ground buildings, structures or

earthworks including linear structures,

cut and fill or excavations

Yes Excavation will be carried out for foundation of

buildings and basements. The total excavated

quantity of earth material will be approx. 24,674.25

m3. The excavated soil will be used in landscape,

backfilling and other area development activities. 1.9 Underground works including mining

or tunneling? No No underground works including mining/ tunneling

is required except excavation of earth for

basements. 1.10 Reclamation works? No No reclamation work required. 1.11 Dredging? No No dredging required. 1.12 Offshore structures? No No offshore structures required. 1.13 Production and manufacturing

processes? No No production/manufacturing process involved as

the project is a hotel project. 1.14 Facilities for storage of goods or

materials? Yes Raw material will be stored at site in a covered

area. Cement will be separately stored under cover

in bales. Sand will be stacked neatly under tarpaulin

cover. Bricks and steel will be laid in open. 1.15 Facilities for treatment or disposal of

solid waste or liquid effluents?

Yes Solid Waste: Type of waste to be generated may vary with the

stage of development, i.e. construction and

operation. Details of waste generation during

construction and operation phase are given below Construction Waste: Solid waste generated during construction phase is

majorly excavated materials, cement bags, bricks,

concrete, MS rods, tiles, wood etc. Management

plan for construction waste is given below Solid waste Solid waste Management


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Waste

materials like

MS Rods,

bricks,

concrete,

broken tiles,

wood pieces,

cement bags

etc.

Material would be segregated into

recyclable, reusable and rejected

fractions at the site itself. Recyclable

material will be sold to authorize

dealers. Re-usable material will be

stored within project site re-use.

Remaining rejects will be sent for

disposal through government

authorized vendors at designated

locations.

Excavated

Soil

Soil will be excavated for

development of basements and

foundations of the building. Top soil

will be separated and stored in

covered condition at the site for

landscaping purpose. Excavated soil

can be used within the site for filling

and leveling purpose. Remaining

excavated soil, if any can be

disposed off through government

authorized vendors.

Domestic

Waste

generated by

labour

Majorly local labour will be hired for

construction phase thus there will be

no or minimum labour hutments.

Accordingly domestic waste

generation by labour at site will be

insignificant. Domestic waste

generated (if any) will be disposed

off through local agencies in the area

Operational Phase:

The solid waste to be generated from project

during operation phase will be mainly

domestic in nature and the estimated quantity

of the waste is 564 kg/day. Solid wastes

generated will be segregated into compostable,

recyclable and inert wastes. Compostable

waste will be composted in organic waste

convertor within the project site. Recyclable

waste will be sold to authorized vendors and

inert waste will be disposed off through the

local vendor hired for waste management at

site.

Liquid effluents:

During construction phase, sewage is disposed

through septic tanks & soak pits. The sewage in

operation phase will treated up to tertiary level

in STP proposed in the project premises and is

used in horticulture, flushing & DG cooling

purposes. Remaining treated water can be used

for construction within the site or construction


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sites in nearby areas or can be disposed off to

the sewer.

1.16 Facilities for long term housing of

operational workers? No It is hotel project and no operational workers will

be involved. Housekeeping and maintenance staff

will be kept on shift basis. 1.17 New road, rail or sea traffic during

construction or operation? No Traffic of 514 ECS is expected to be generated

from project site. No rail or sea traffic will be

generated from project site. 1.18 New road, rail, air waterborne or other

transport infrastructure including new

or altered routes and stations, ports,

airports etc?

Yes Project site is accessible and is well connected via

network of rail & road. Dhoran road is at 46 m in

West direction. Sahastradhara road is at 400 m in

East direction. Nearest Railway Station is Dehradun

Railway station at distance of 6.7 km in SW

direction. Jolly Grant (Dehradun) Airport is at

distance of 21 km in SE direction from project site. Thus no new road or rail transport infrastructure

facility is required to be developed. Only internal

roads will be developed to accommodate the

expected traffic. 1.19 Closure or diversion of existing

transport routes or infrastructure

leading to changes in traffic

movements?

No No closure or diversion of existing transportation

route or infrastructure will be required.

1.20 New or diverted transmission lines or

pipelines? No There will not be any new/diverted transmission

lines or pipelines around the proposed project. 1.21 Impoundment, damming, culverting,

realignment or other changes to the

hydrology of watercourses or

aquifers?

No No impoundment, damming, culverting,

realignment or other changes to the hydrology of

surface watercourses is required.

1.22 Stream crossings? No There are no streams running across the site. 1.23 Abstraction or transfers of water from

ground or surface waters? Yes Construction Phase:

During construction phase, supply from

SIIDCULwill be used. Operation Phase: During operation phase, water supply will be

provided by SIIDCUL. In case water supply not

available at the time of completion of construction,

groundwater may be used after taking prior

permission from CGWA. 1.24 Changes in water bodies or the land

surface affecting drainage or run-off? Yes Runoff will increase due to increased paved

surface. However, increased runoff will be

managed by well-designed rainwater harvesting

system and storm water management plan. 1.25 Transport of personnel or materials for

construction, operation or

decommissioning?

Yes During the construction phase, about 20 trucks are

estimated per week. Adequate parking space within

the project site for loading and unloading of

materials will be provided. Adequate parking space (514 ECS) will be


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provided for operational phase to the occupants of

the premises. 1.26 Long-term dismantling or

decommissioning or restoration works? No No Long term dismantling or decommissioning or

restoration works will be involved. 1.27 Ongoing activity during

decommissioning which could have an

impact on the environment?

No None

1.28 Influx of people to an area in either

temporarily or permanently? Yes Local laborers from nearby area will be employed

during the construction phase. In the operation

phase, only hotel guests are expected at the site. No

permanent influx of people is expected at the site. 1.29 Introduction of alien species? No The landscaping will be carried out with mainly

local species with a few ornamental varieties of

flora that are well suited to the local conditions. 1.30 Loss of native species or genetic

diversity? No There will be no significant impact on the native

species or genetic diversity. 1.31 Any other actions? No Not Applicable.

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):

S.

No. Information/checklist confirmation Yes/No

Details thereof (with approximate

quantities/rates, wherever possible) with

source of information data 2.1 Land especially undeveloped or agricultural

land (ha) No Project site lies in IIE Sahastradhara Road

IT Park. Site is approved and allotted by

SIIDCUL for development of project and no

change in land use is involved 2.2 Water (expected source & competing users)

unit: KLD Yes Construction Phase: During construction

phase, source of water is CSTP treated water

located within IT park. . OperationPhase: Fresh water requirement– 160KLD Source: SIIDCUL or ground water

2.3 Minerals (MT) Yes Minerals such as sand and aggregates will be

required during the construction phase. 2.4 Construction material – stone, aggregates,

sand / soil (expected source – MT) Yes Stone, cement, sand bricks, marble,

paints, tiles,Electric-wires, sanitary ware,

and glass will be required for the

construction and development works. All

materials for construction will be arranged

through select suppliers. It will be stored

temporarily at the site. 2.5 Forests and timber (source – MT) Yes All material forests and timber will be

provided by selected suppliers. However

steel/aluminum/PVC frames etc. shall be

used to minimize the use of timber. 2.6 Energy including electricity and fuels (source,

competing users) Unit: fuel (MT), energy Yes Power requirement for the entire project is

911 kVA and it will be supplied by UPCL.


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(MW) 2 Nos. of transformers of 750 kVA each

will be provided at the site. Details of D.G Sets 2nos. of DG sets of total capacity 1330 kVA

will be provided at the site. 2.7 Any other natural resources (use appropriate

standard units) No Not Applicable

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.

S. No.


Yes/No



source of information data 3.1 Use of substances or materials, which are

hazardous (as per MSIHC rules) to human

health or the environment (flora, fauna, and

water supplies)

Yes Diesel for DG sets will be stored in drums in

earmarked locations. It will be handled as per

The Manufacture, Storage and Import of

Hazardous Chemical Rules, 1989 and

Material Safety Data Sheet. 3.2 Changes in occurrence of disease or affect

disease vectors (e.g. insect or water borne

diseases)

No Suitable drainage and waste management

measures (with frequent spray of insecticides

etc.) will be adopted in both the construction

and operational phase so that there will be no

stagnation of water or accumulation of

waste. This will effectively restrict the

reproduction and growth of disease vectors. 3.3 Affect the welfare of people e.g. by

changing living conditions? Yes Socio-economic standard of people will

improve due to increased employment

opportunities and better facility provided by

this project. This will also set a standard for

future developments in the area. 3.4 Vulnerable groups of people who could be

affected by the project e.g. hospital

patients, children, the elderly etc.

No Impacts of this type are not expected.

3.5 Any other causes

No Not Applicable

4. Production of solid wastes during construction or operation or decommissioning (MT/month)

S. No.


Yes/No



source of information data 4.1 Spoil, overburden or mine wastes No No such spoil, overburden or mine wastes

will be generated. 4.2 Municipal waste (domestic and or

commercial wastes) Yes The total municipal (domestic) solid waste

to be generated is approx. 564 kg/day.

Landscape waste generated from the site is

estimated to be 0.1 kg/day. 4.3 Hazardous wastes (as per Hazardous Waste

Management Rules) Yes Used oil from DG set is the only hazardous

waste which will be generated from the

project site. Management of this waste will


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be as per The Hazardous & Other Waste,

2016. This waste oil will be stored in HDPE

container and will be kept in isolated

location under covered shed. This used oil

will be sold to authorized recyclers. Suitable

care will be taken so that spills/leaks of used

oil from storage are avoided. 4.4 Other industrial process wastes No Not applicable

4.5 Surplus product No Not applicable

4.6 Sewage sludge or other sludge from

effluent treatment Yes 20 kg/day of Sludge generated from the STP

plant. This sludge will be used as manure

after stabilization. 4.7 Construction or demolition wastes Yes The construction waste will consist of excess

earth and construction debris along with

cement bags, steel in bits and pieces,

insulating and packaging materials etc. Recyclable waste construction materials will

be sold to recyclers. Unusable and excess

construction debris will be disposed at

designated places in tune with the local

norms. 4.8 Redundant machinery or equipment No Redundant machinery will not be generated. 4.9 Contaminated soils or other materials No Contaminated soils or other materials will not

be generated. 4.10 Agricultural wastes Yes Landscape wastes of 0.1 kg/day will be

generated. 4.11 Other solid wastes No Not Applicable

5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr).

S. No.


Yes/No



source of information data 5.1 Emissions from combustion of fossil fuels

from stationary or mobile sources Yes The project does not envisage any major air

pollution sources except operation of DG

sets during power failure and vehicular

traffic. 5.2 Emissions from production processes No No production processes involved. Hence,

there willbeno such emissions. 5.3 Emissions from materials handling

including storage or transport Yes Dust emissions are envisaged during

transport and handling of construction

materials. Such emissions will be temporary

and controlled by the use of sprinkling of

water and other viable techniques like

covering of loose material. 5.4 Emissions from construction activities

including plant and equipment Yes This will be restricted to the construction

phase and the construction site only. 5.5 Dust or odours from handling of materials Yes Dust is anticipated during loading and


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including construction materials, sewage

and waste unloading of construction material and excavation of upper earth surface. These will however be temporary in nature, which will be controlled by providing water sprinklers.

Tarpaulin cover will be provided on stored loose materials to reduce the dust emission.

5.6 Emissions from incineration of waste No No incineration of wastes will be carried out

at proposed project site. 5.7 Emissions from burning of waste in open

air (e.g. slash materials, construction

debris)

No Open burning of biomass/other material will

be prohibited on site.

5.8 Emissions from any other sources No Not applicable

6. Generation of Noise and Vibration, and Emissions of Light and Heat:

S. No.


Yes/No


quantities/ rates, wherever possible) with

source of information data 6.1 From operation of equipment e.g.

engines, ventilation plant, crushers Yes Source of noise in the operational phase will

be from backup DG sets (which will be in

operation only during power failure) and

pumps & motors. All the machinery will be of

highest standard of reputed make and will

comply with applicable standards i.e. The DG

set sound pressure level will be maintained to

be 75 dB(A) at 1 m meter from enclosed

surface as per E (P) Act, GSR 371 (E) and its

amendments for DG sets less than 1000 kVA. The DG set room will be provided with

acoustic enclosure to have minimum 25 dB(A)

insertion loss or for meeting the ambient noise

standard whichever is on higher side as per E

(P) Act, GSR 371 (E) and its amendments if

DG sets are more than 1000 kVA. Therefore,

no significant impact due to operation of

machinery is anticipated. 6.2 From industrial or similar processes No No industrial processes will be carried out in

the project. 6.3 From construction or demolition Yes Due to various construction activities, there

will be short-term noise impacts in the

immediate vicinity of the project site. The

construction activities will include the

following noise generating activities:

Concrete mixing & operation of DG sets.

Construction plant and heavy vehicle

movement. 6.4 From blasting or piling No No blasting or mechanized piling will be done.

6.5 From construction or operational traffic Yes Some noise will be generated from vehicular


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movement in the construction and operational

phase but that will be mitigated with green

belt. 6.6 From lighting or cooling systems No No significant noise impact will result from

lighting or cooling systems. 6.7 From any other sources No Not Applicable

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:

S. No.


Yes/No



source of information data 7.1 From handling, storage, use or spillage of

hazardous materials No The used oil from DG sets will be carefully

stored in HDPE drums at isolated storage,

and periodically sold to authorized recyclers.

All precautions will be taken to avoid

spillage from storage as per The Hazardous

& Other Waste Rules, 2016 7.2 From discharge of sewage or other effluents

to water or the land (expected mode and place

of Discharge)

No It is expected that the project will generate

approx.194 KLD of sewage. Project site lies

in IIE Sahastradhara Road IT Park. Site is

approved by SIIDCUL for development of

project and no change in land use is

involved. 7.3 By deposition of pollutants emitted to air into

the land or into water No The DG Sets will be provided with stacks of

adequate height. Hence dispersion will be

achieved and avoid deposition of pollutants

in significant concentrations at any single

location. 7.4 From any other sources No Not Applicable

7.5 Is there a risk of long term buildup of

pollutants in the environment from these

sources?

No Not Applicable

8. Risk of accidents during construction or operation of the Project, which could affect human

health or the environment

S. No.


Yes/No



source of information data 8.1 From explosions, spillages, fires, etc. from

storage, handling, use or production of

hazardous substances

Yes Firefighting facility is provided at the

project site in line with the NBC and

local fire rules. Firefighting measures

include wet risers, hose reel, fire alarms,

fire water tanks, fire extinguishers, yard

hydrants etc. 8.2 From any other causes No Not Applicable


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8.3 Could the project be affected by natural

disasters causing environmental damage (e.g.

floods, earthquakes, landslides, cloudburst

etc?)

No The project falls under seismic active Zone

IV indicating high damage risk zone. The

buildings will be designed as earthquake

resistant and comply with the required IS

specifications. 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

S. No.


Yes/No


quantities/rates, wherever possible)

with source of information data 9.1 Lead to development of supporting. utilities,

ancillary development or development stimulated by the project which could have

impact on the environment e.g.: • Supporting infrastructure (roads, power

supply, waste or waste water treatment, etc.)

• Housing development • Extractive industries • Supply industries • Other

Yes

No

No

No

Yes

Appropriate infrastructure like roads,

power supply, waste management and

waste water treatment will be developed

within the project site. Yes within the project site No, this is hotel project Not Applicable Not Applicable

Not Applicable

9.2 Lead to after-use of the site, which could have

an impact on the environment No Not Anticipated

9.3 Set a precedent for later developments Yes The project will provide good

infrastructure and environment to the hotel

guests. 9.4 Have cumulative effects due to proximity to

other existing or planned projects with similar

effects

No Not anticipated

(III) Environmental Sensitivity

S. 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

Rajaji National

Park 11.0 km, S

2 Areas which are important or sensitive

for ecological reasons - Wetlands,

watercourses or other water bodies,

coastal zone, biospheres, mountains,

forests

Tons River

Bhindal Rao River

Rispana Rao River

Nun River

Song River

Bandal River

3.0 km, W

2.3 km, W

1.0 km, W

7.0 km, W

4.0 km, SE

2.0 km, E


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3 Areas used by protected, important or

sensitive species of flora or fauna for

breeding, nesting, foraging, resting, over

wintering, migration

Rajaji National Park 11 km, S

4 Inland, coastal, marine or underground

waters Under ground water Ground water level >15 mbgl

5 State, National boundaries None None

6 Routes or facilities used by the public for

access to recreation or other tourist,

pilgrim areas

24 m road Dhoran Road Sahastradhara

road

Abuts, E 0.46 m, W 0.4 km, E

7 Defense installations Dehradun/Garhi

Cantonment Area

2.9 km, W

8 Densely populated or built-up area GovindVihar Rajeshwar Nagar

Phase 1 Dehradun

0.70 km, ESE 0.60 km, SW 7 km, SSW

9 Areas occupied by sensitive man-made

land uses (hospitals, schools, places of

worship, community facilities)

Shemrock Public

School

Sidharath Group

of Institutes

Nasa Kids

Dehradun

Scholars Home School

Military hospital,

Dehradun,

GarhiCantt

0.54km, SE 1km, SSE 950 m, E 1.3 km, W 4.5km,W

10 Areas containing important, high quality

or scarce resources (ground water resources, surface

resources, forestry, agriculture, fisheries,

tourism, minerals)

Malsi Reserved

Forest Thano Forest range Raipur Forest range

1.8 km, W 1.2 km, E 3.0 km, N

11 Areas already subjected to pollution or

environmental damage. (those where

existing legal environmental standards

are exceeded)

None None within 15 km of project site

12 Areas susceptible to natural hazard which

could cause the project to present

environmental problems (earthquakes,

subsidence, landslides, erosion, flooding

or extreme or adverse climatic

conditions)

Earthquakes The site falls under the zone IV as per

the Seismic Zone Map of India and is

thus prone to high damage risk zone.

Adequate measures will be taken

during the construction of the project.

Terms of Reference (TOR): Not Applicable


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FORM 1A


“Sikka Hotel”

At










June,

2017

Sikka Hotel at Plot No. 10, 11, 12 at IIE, Sahastradhara Road (IT Park),


Form 1A


CONTENTS

SI.NO. DESCRIPTION PAGE NO.

1. Land Environment 1 2. Water Environment 9 3. Vegetation 17 4. Fauna 18 5. Air Environment 19 6. Aesthetics 21 7. Socio-Economic Aspects 22 8. Building Materials 23 9. Energy Conservation 25

10. Environment Management Plan 31


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FORM-1 A

1. LANDENVIRONMENT

1.1. Will the existing land use get significantly altered from the project that is not consistent

with the surroundings? (Proposed landuse must conform to the approved Master

Plan/Development Plan of the area. Change of landuse if any and the statutory approval from

the competent authority are submitted). Attach Maps of (i) site location, (ii) surrounding

features of the proposed site (within500meters) and (iii) the site (indicating levels & contours) to

appropriate scales. If not available attach only conceptual plans.

No,

Project lies within IIE, Sahastradhara Road (IT Park), Dehradun, Uttarakhand of SIIDCUL,

Uttarakhand and the site is allotted by SIIDCUL for development of the project. No change in land

use is associated with project development. Allotment letter of land is attached as Annexure I. Land

use zoning map of IIE Sahastradhara IT park of SIIDCUL showing location of project site is attached

as Annexure II.

(i) Site Location: M/s Sikka Superb Spaze Pvt. Ltd. has proposed to develop a Hotel “Sikka Hotel” at

Plot No. 11, 12, 13 IT Park, Sahastradhara Road, Dehradun, Uttarakhand. Location map of the project

site is given below in Figure 1. Geographical coordinates of the center of project site are

30°21'41.67"N & 78°05'06.66"E. Geographical coordinates of all the corners of the project site are

given in Table 1& Figure 2.


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Figure 1: Location map of Project Site

Table 1: Geographical coordinates of Project Site Points as in Map Latitude Longitude

A 30°21′40.46″N 78°05′04.42″E

B 30°21′42.70″N 78°05′04.88″E

C 30°21′43.21″N 78°05′08.41″E

D 30°21′42.46″N 78°05′08.83″E

E 30°21′40.04″N 78°05′08.00″E


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Figure 2: Geographical coordinates of Project Site

(ii) Surrounding Features and Connectivity:

Project area is surrounded by IT park, offices, commercial complexes and residential colonies. No

forest area exists within 1 km of project site. No notified eco-sensitive zone exists within 10 km of

project site. Details of surroundings and connectivity of the project site are given in Table 2 &

Figure 3. Google maps showing location of project site & its surroundings within 500 m, 5 km & 10

km are attached as Annexure III a, b & c respectively. Project site is accessible and is well

connected via network of rail and road. Road of 24 m width abuts the project site in East direction.

Dhoran road is at distance of 46 m in west direction from project site. Sahastradhara road is at

distance of 400 m in East direction from the site. 24 m road and Dhroan road connects the project site

to Sahstradhara road which ultimately connects to the Rajpur road at 4.5 km in South direction.

Nearest Railway Station is Dehradun Railway Station which is at distance of 6.7 km in South-West

direction from the site. Jolly Grant Airport (Dehradun Airport) is at distance of approx. 21 km in

South direction.


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Figure 3: Connectivity Map of Project Site

Table 2: Surroundings and Connectivity of Project site S. No. Category Distance and Direction

1. Nearby Residential Areas GovindVihar (0.70 km,ESE)

Rajeshwar Nagar Phase-1(0.60 km, SW)

2. Nearest City Dehradun (7km,SSW)

3. Nearest School Shemrock Public School (0.54km, SE)

Sidharath Group of Institutes (1km, SSE)

Nasa Kids Dehradun (950 m, E)

Scholars Home School (1.3 km, W)

4. Nearest Hospital Military hospital, Dehradun, GarhiCantt,(4.5km,W)

5. Nearest Road 24 m road (abuts site, E)

Dhoran Road (46 m,W)

Sahastradhara Road (0.4 km, E)

6. Nearest Railway Station Dehradun Railway Station (6.7 km, SSW)

7. Nearest Airport Jolly Grant airport ( 21.14 km, SSE)

8. Water Bodies Tons River (3.0 km, W)

Bhindal Rao River (2.3 km, W)

Rispana Rao River (1.0 km, W)

Nun River (7.0 km, W)

Song River (4.0 km, SE)

Bandal River (2.0 km, E)


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9. Forests Malsi Reserved forest (1.8 km, W)

Thano Forest Range (1.2 km, E)

Raipur Forest Range (3.0 km, N)

10. Notified Eco-sensitive zone Rajaji National Park (11 km, S)

11. Nearest Defense Installation Dehradun/Garhi Cantonment Area (2.9 km, W)

(ii) Topography:

Project site is flat land and the elevation varies from 790-793 m amsl.

1.2. List out all the major project requirements in terms of the land area, built-up area, water

consumption, power requirement, connectivity, community facilities, parking needs etc.

(A) LAND REQUIREMENT

Total land area for development of proposed project is 8094 m2 (2 acre). Built-up area after

development of the project site is 28006.62 m2. Project development involves development of hotel

building (2B+LG+UG+5) involving development of assembly areas, retail, office/meeting space,

food & beverage areas, guest rooms and service apartment. Summary of area under proposed

development is given in Table 3 below. Floor wise area details are given in Table 4. Site plan for the

project is attached as Annexure IV.

Table 3: Area details of the site S.No. Particulars Area (m

2)

1. Plot Area 8,094.00

2. Permissible Ground Coverage (@35% of PA) 2,832.90

3. Proposed Ground Coverage (@34.23% ) 2,770.21

4. Permissible FAR (@ 2.10 of plot area) 16,997.40

5. Proposed FAR (@ 1.98 of plot area) 16,034.78

6. Non-FAR area at building 3,720.39

7. Basement area

Basement-1

Basement -2

8,224.75

4,180.27

4,044.48

8. Guard Room + Meter room area 27.00

9. Built up area (5+6+7+8) 28,006.62

10. Open area 5,323.79

11. Landscape area (27% of Plot area) 2191.63

12. Maximum Height of the building 25.50 m

Table4: Floor wise area details (FAR details)

Floors Assembly halls/F

& B

Area/Office/Retail

(sqm)

Service

Apartments (sqm)

Hotel (sqm) Total

(sqm)

Lower Ground Floor 2,738.816 -- -- 2,738.816

Upper Ground Floor 2,763.138 -- -- 2,763.138

Mezzanine/Service Floor -- 923.489 -- 923.489

1st floor -- 1,362.174 1,040.160 2,402.334

2nd floor -- 1,362.174 1,040.160 2,402.334

3rd floor -- 1,362.174 1,040.160 2,402.334


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4th floor -- 1,362.174 1,040.160 2,402.334

Total 5,501.954 6,372.185 4,160.64 16,034.779

(B) WATER REQUIREMENT

During construction phase water supply will be taken from CSTP located within IIE Sahastradhara

Road IIT Park. During operation phase, source of water supply will be provided by SIIDCUL. In case

water supply is not available at the time of completion of construction, groundwater may be used after

taking prior permission from CGWA. Total water requirement for the proposed project is estimated to

be approx. 315 KLD out of which domestic water requirement is 214 KLD. Fresh water requirement

for the project is approx. 160 KLD.

(C) POWER REQUIREMENT:

Power requirement for the project is approx.911 kVA. 2 nos. transformers of 750 kVA each will be

provided at the site. Source of power will be UPCL.2 nos.

Power Backup:

2 nos. of DG sets of total capacity 1330 kVA (1 no. of 1010 kVA + 1 nos. of 320 kVA) will be provided

at the site. DG sets are open to air & will be provided with acoustic enclosure.

(D) CONNECTIVITY:

Project site is accessible and is well connected via network of rail and road. Dhoran road is at distance of

46 m in west direction. Sahastradhara road is at distance of 400 m in east direction from the site. 24 m

road and Dhroan road connects the project site to Sahstradhara road which ultimately connects to the

Rajpur road at 4.5 km in South direction. Nearest Railway Station is Dehradun Railway Station which

is at distance of 6.7 km in South-West direction from the site. Jolly Grant Airport (Dehradun Airport)

is at distance of approx. 21 km in South direction.

.

(E) PARKING FACILITIES:

Car parking of 514 ECS will be provided within project site to accommodate expected vehicles against

requirement of 425 ECS as per SIIDCUL/SIDA Bye Laws.

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

landuse, disturbance to the local ecology).

The site lies within the urban area and is surrounded by residential colonies, offices and commercial

complexes majorly. No negative impact is anticipated due to the proposed hotel project on the

surroundings as it mingles with the land use. The project site lies within the IIE Sahastradhara Road


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IT Park of SIIDCUL. The project is a well-planned activity. App. 27% of plot area (2191.63sq m) will

be kept under greens. Peripheral green belt, parks/lawns will be developed which will improve

aesthetics of the area. The project will have an overall positive impact on the existing land use and will

not cause any disturbance to the local ecology. Planned activity will have no adverse impact on

surroundings. Good hotel and accommodation facility is one of the requirement of tourists and thus the

project will provide better accommodation and food facility to tourists visiting Dehradun.

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).

Project site is a flat land with elevation ranging from 790-793 m amsl and is surrounded by urbanized

stretch. No significant threat of erosion, subsidence or instability is anticipated at the site and nearby

areas. The site falls under the zone IV as per the seismic zone map of India and indicating high damage

risk zone. Measures will be taken to maintain structural stability as per NBC, 2005. Structural is being

designed in accordance the seismic requirement and vetting will be carried out by Govt. authorized

agencies only for structure.

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)

The project does not intersect any natural drainage route. No perennial or non-perennial drainage

system is found to exist at the project site or being obstructed by the project. Thus there will not be

any alteration of natural drainage system due to the project. The surroundings comprise of urbanized

stretch. River Tons, River Bhindal Rao, River Rispana Rao, River Nun, River song, River Bandal is

located at 3 km, W; 2.3 km, W; 1 km, W; 7 km, W; 4 km, SE, 2 km E respectively from site.

Developed stretch exists between these water bodies and project site and there is no direct interface of

the site and these water bodies. Well planned storm water drainage system is proposed to be

developed at the site to manage the storm water at the site.

1.6. What are the quantities of earthwork involved in the construction activity cutting, filling,

reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials

from outside the site etc.?)

The earthwork shall include excavation and cutting of 24,674.25 m3 of the earth. The cut and fill

material in the project site is nearly at par and hence the need for movement of soil is not anticipated.


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1.7 Give details regarding water supply, waste handling etc. during the construction period.


Road IT Park. During operation phase, water will be supplied by SIIDCUL. In case water supply not

available at the time of completion of construction, groundwater may be used after taking prior

permission from CGWA. Wastewater generated during construction phase will be disposed off

through septic tanks & soak pits proposed at the project site. Waste handling during construction

phase will be done by the site contractor whose responsibility lies with collection and storage of

construction and demolition waste generated on the site. Construction debris will be stored in covered

yards. Construction debris will be segregated into recyclable, re-usable & discarded waste.

Recyclable waste will be sold to authorized vendor. Re-usable waste will be used within the project

site to the extent possible. Discarded waste will be sent to the designated site for construction waste

disposal in the area. Solid waste management plan during construction phase is given in Table 4

below:

Table 4: Solid Waste Management during Construction Phase

S. No. Solid waste Solid waste Management

1. Waste materials like MS Rods,

bricks, concrete, broken tiles,

wood pieces, cement bags etc.

Material would be segregated. Recyclable material

will be sold to authorize dealers. Re-usable material

will be used within project site for filling

&levelling purpose. Remaining will be sent for

disposal through government authorized vendors.

Cement bags will be used for road making.

2. Excavated Soil

Total excavated soil will be 24,674.25 cum. Top

soil (15 cm layer) will be stored in covered areas

separately and will be later used for landscaping

purpose only. Remaining soil will be used for back

filling & levelling of site and road construction.

Excess soil will be disposed off to designated site

of SIIDCUL, Dehradun through authorized vendors

on payment basis.

3. Domestic waste Will be disposed through local agencies in the area

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. The site area is a flat land and the surroundings are characterized by an urbanized stretch. No low

lying areas or wetlands are found at project site. Project activities will be confined within the project

site thus no impacts are anticipated on the wetlands due to project development.

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)


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Waste expected to be generated & its management plan during construction phase is given in Table 4

above. No health hazard is expected to be caused by construction debris & waste as it will be

managed properly. Additionally health & safety of construction worker will be taken care of by

taking following measures:

• Providing personal protective equipment like ear plugs, face masks, helmets, safety

jackets & gloves

• Appointment of safety officers at site

• Regular inspection & maintenance of the construction machinery

• Construction activities will be restricted generally to day time

• Provision of adequate lightning during night time

• Cautionary notices to be displayed at required places

• Regular clearing off site to remove the debris

• Availability of medical officer & first-aid facility at construction site

• Tie-up with near-by hospital to attend emergency case, if any

2. WATER ENVIRONMENT

2.1. Give the total quantity of water requirement for the proposed project with the break-up of

requirements for various uses. How will the water requirement met? State the sources &

quantities and furnish a water balance statement.


Road IIT Park. During operation phase, source of water supply will be provided by SIIDCUL. In case

water supply is not available at the time of completion of construction, groundwater may be used after

taking prior permission from CGWA. Total water requirement for the proposed project is estimated to

be approx. 315 KLD out of which domestic water requirement is 214 KLD. Fresh water requirement

for the project is approx. 160 KLD. Daily water requirement calculation for the project for is given in

Table 5. Wastewater generation calculations from the project are given in Table 6. Water balance

diagram for dry & monsoon season are given below in Figure 3 & 4

Table 6: Calculation for Daily Water Demand Category Population/

Area (m2)

Water Req./Capita

(liters)

Water Req.

(KLD)

Fresh

Water

(KLD)

Recycled

Water

(KLD)

1. Official purpose including meeting room

Visitors 25 15 0.5 0.3 0.2

Staff 6 45 0.5 0.3 0.2

2. Assembly and Food & Beverages

Staff 255 45 11.5 8.0 3.5

Visitors 1022 70 71.5 50 21.5


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2. Hotel & Service

Apartment

Hotel room (Guest) 392 320 126 88 38

Staff 92 45 4 3 1

Domestic water requirement 214 150 64

Swimming Pool -- -- 5 5 0

Filter Backwash (FB) -- -- 5 5 0

Green area 2191.63 m2 3 l/day/ m

2 7 0 7

Car & Road washing 2 0 2

HVAC

(24 hours)

325 Tr @10.5 l/Tr/hr 82 0 82

Total water requirement 315 160 155

Table 7: Wastewater calculation X Quantity (KLD)

Sewage Generated (80% fresh water for domestic use +

100% flushing water)

194

Capacity of STP 230

Recovered Water

Flushing

Landscaping

Road Washing

HVAC Cooling

155

64

7

2

82

Figure 4: Water Balance during Dry Season

TOTAL WATER

REQUIREMENT

315 KLD

559 KLD

RECYCLED WATER REQUIREMENT 155 KLD

FRESH WATER REQUIREMENT

160 KLD

FLUSHING

64 KLD LANDSCAPING

7 KLD

SEWAGE 194 KLD

STP-230 KLD (@ 80%

efficiency)

SIIDCUL

SUPPLY/GROUND

WATER

160 KLD

155 KLD

100%

ROAD WASHING

2 KLD

CONSUMPTION

150 KLD FB

5 KLD

POOL

5 KLD

100% 100% 80%

HVAC

82 KLD


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Figure 5: Water balance during Monsoon Season

Wastewater Generation & Treatment

It is expected that the project will generate approx. 194 KLD of sewage. Sewage will be treated through

sewage treatment plant of capacity 230 KLD. STP will be provided with MBBR technology. The treated

sewage will be completely re-used for flushing (64 KLD), road washing (2 KLD), HVAC cooling (82

KLD) and greenbelt development (7 KLD). Only 7 KLD treated water will be excess during monsoon

season which may be given to nearby construction sites or discharged into sewer. Dual plumbing plan is

attached as Annexure V.

2.2. 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).

For operation phase, water supply will be provided by SIIDCUL. If not supplied by SIIDCUL, ground

water will be used during operation phase after taking permission from CGWA. . Total water requirement

for the proposed project is estimated to be approx. 315 KLD out of which domestic water requirement is

214 KLD. Fresh water requirement for the project is approx. 160 KLD.

TOTAL WATER

REQUIREMENT

315 KLD

559 KLD



160 KLD

FLUSHING

64 KLD LANDSCAPING

0 KLD

SEWAGE 194 KLD

STP-230 KLD (@ 80%

efficiency)

SIIDCUL

SUPPLY/GROUND

WATER

160 KLD

148 KLD

100%

ROAD WASHING

2 KLD

CONSUMPTION

150 KLD FB

5 KLD

POOL

5 KLD

100% 100% 80%

HVAC

82 KLD

Sewer/Nearby Construction

Sites- 7 KLD


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2.3. How much of the water requirement can be met from the recycling of treated wastewater?

(Give the details of quantities, sources and usage)





season which may be given to nearby construction sites or discharged into sewer.

2.4. 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. There will not be any diversion of water from other users. Water supply during operation phase will

be provided SIIDCUL. If SIIDCUL water supply will not be available during operation phase, then

ground water will be used after taking permission from CGWA

2.5. 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)





season which may be given to nearby construction sites or discharged into sewer. Characteristics of

sewage generated and treated water from STP is given in Table 7 below.

Table 7: Characteristics of Sewage before treatment

Characteristics of Sewage

Daily load 194 KLD

Duration of flow to STP 24 hours

Temperature Maximum 32oC

pH 6.5 -8.5

Color Mild

T.S.S. (mg/l) 300-400 mg/l

BOD5 (mg/l) 250-350 mg/l

COD (mg/l) 600-800 mg/l

Oil & Grease Up to 50 mg/l


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Final discharge characteristics

(a) pH : 6.5 to 8.5

(b) B.O.D. : <10 mg/l

(c) C.O.D. : <60 mg/l

(d) Total Suspended Solids : <20 mg/l

2.6. Give details of the water requirements met from water harvesting? Furnish details of the

facilities created.

Storm water drainage system will be provided at project site for channelizing storm water and prevents

local flooding. Covered storm water drains will be provided at the site for carrying the storm water. Storm

water from site will be collected and recharged to ground through RWH pits. RWH pits are designed for

peak hourly rainfall for Dehradun, i.e. 10.1 cm. Project site lies in the Raipur block. Ground water level in

project area is >15 m bgl. Hydrologically water bearing formation in the project area is Doon gravel and

is alluvium in nature. These are good yielding aquifers with transmissivity of 300-8000 sqm/day.

Potential for ground water recharge is good in area as Doon gravels are highly porous and have

significant permeability. Stage of ground water develop in the block is 61.71% and falls under safe

category as per CGWB assessment in 2007. Project site lies in safe zone but recharging of storm water

will help in flooding during monsoon and also replenishing the ground water aquifers. Available run-off

from site is given in Table 8. Calculations for rain water harvesting pits are given below in Table 9.

Layout plan showing location of RWH pits is attached as Annexure VI. Schematic diagram of RWH pit

is attached as Annexure VII.

Table 8: Available Run-off from Site

S. No. Catchment Area (sq m) Run-off

Coefficient

Average

Annual

Rainfall

(mm)

Available

Annual

Run-off

(cum)

1. Roof top 2,770.21 0.9 2187 5452.6

2. Hard green 1,512.93 0.6 2187 1985.3

3. Soft green 6,78.70 0.2 2187 296.9

4. Paved Areas 4,645.09 0.7 2187 7111.2

Total Run-off 14845.9

Table 9: Calculation for Designing RWH Pits

S. No. Catchment Area (m2) Run-off

Coefficient

Peak

Hourly

Rainfall

(m)

Available

Annual

Run-off

(cum)

1. Roof top 2,770.21 0.9 0.101 251.8


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2. Hard green 1512.93 0.6 0.101 91.7

3. Soft green 6,78.70 0.2 0.101 13.7

4. Paved Areas 4,645.09 0.7 0.101 328.4

Total Run-off 685.6

Retention Time 15 min

Available Run-off in 15 min 171.4

Size of RWH Pit (dia-4 m, depth 6 m) 75.36

Size of de-silting chambers (2X2X3) 12

Capacity of recharge unit 87.36

Nos. of RWH Pit Required 1.9

Nos. of Pits proposed 2

Total 2 Nos. of Rain Water Harvesting pits are proposed to be provided within the project site.

2.7. 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.

Run-off from the site will increased due to generation of paved surfaces. 2 nos. of RWH pits are

proposed to be provided at the site for recharge of ground water. Run-off will carry lesser sediments due

to generation of paved surfaces. Oil and grease trap and de-silting chambers will be provided with

filtered pack RWH pits so as to ensure that water recharged is not contaminated.

2.8. 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)

Water will be supplied by SIIDCUL during the operation phase. If not available, ground water may be

used but after obtaining permission from CGWA. Total water requirement of the project is 315 KLD.

Dual plumbing system is proposed to be provided at the site so as recycled water can be used to minimize

fresh water requirement. Only 160 KLD fresh water will be required and remaining 155 KLD will be

recycled water from STP. If ground water is extracted, 160 KLD of water will be required on daily basis.

To minimize the impact on ground water, it is propose to carry out storm water harvesting and recharge

ground water aquifers to augment ground water level. Area receives rich rainfall, i.e. 2187 mm/year. It is

estimated that app. 14845.9 cum of water can be recharged to ground. 2 nos. of RWH pits are proposed to

be provided at the site for recharge of storm water to ground. Project site lies in the Raipur block of


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Dehradun District. Ground water level in project area is >15 m bgl. Hydrologically water bearing

formation in the project area is Doon gravel and is alluvium in nature. These are good yielding aquifers

with transmissivity of 300-8000 sqm/day. Potential for ground water recharge is good in area as Doon

gravels are highly porous and have significant permeability. Stage of ground water develop in the block is

61.71% and falls under safe category as per CGWB assessment in 2007. Project site lies in safe zone but

recharging of storm water will help in flooding during monsoon and also replenishing the ground water

aquifers. Other measures are also taken to conserve the water, i.e.

1. Regular inspection and leakage detection system

2. Regular maintenance and repair of water supply system

3. Usage of STP recycled water

4. Water tank alarms

5. Usage of water conservation fixture

6. Monitoring water usage trough flow meters

7. Usage of low and dual flushing system in toilets

8. Installation of sensor based taps

9. Low water automatic urinals

10. Low flow faucets with aerators and tap aerators

11. Low flow showers

2.9. 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)

Following measures would be taken to protect the water quality are:

Excavation would be avoided during monsoon season.

Care would be taken to avoid soil erosion.

Toilets will be constructed on the site during construction phase and the sewage will be channelized

to the septic tank in order to prevent sewage from entering the water bodies.

Any area with loose debris/soil within the site shall be fully planted by local plant species.

To prevent surface and ground water contamination by oil/grease, leak proof containers would be

used for storage and transportation of oil/grease. The floors of oil/grease handling area would be kept

effectively impervious.

Collection and settling in the storm water, prohibition of equipment wash downs, and prevention of

soil loss and toxic release from the construction site will be adhered to minimize water pollution.


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2.10. 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)

Most of the storm water at site will be harvested for ground water recharge. Details are given in section

2.8 above. Water is scarce resource, thus proper management of this resource is a must to ensure that it is

free of contamination. Measures for preventing the contamination of run-off from site are given below

Regular inspection and cleaning of storm water drains.

Installation of clarifiers or Oil/Water separators/traps system of adequate capacity around parking

areas and garages as per requirement.

Avoid application of chemical pesticides and herbicides before wet season.

Conducting routine inspections to ensure cleanliness.

Preparation of spill response plans, particularly for fuel and oil storage areas.

Provision of silt traps in storm water drains.

Good housekeeping in the above areas.

2.11. Will the deployment of construction laborers particularly in the peak period lead to

unsanitary conditions around the project site (Justify with proper explanation)

Local labour will be hired for carrying out the construction at the site thus there establishment of labour

camps may not be required. Toilet facility will be provided at the site along with the septic tank and soak

pit to manage the sewage generated. Dustbins will be provided for waste collection and collected waste

will be disposed off periodically. Workers will be provided with the clean drinking water facility. These

measures will help in maintaining the hygienic conditions at the site.

2.12. 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)







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2.13. Give details of dual plumbing system if treated waste used is used for flushing of toilets or

any other use

Dual plumbing system that utilizes separate piping systems for freshwater and recycled water will be

adopted for the project. Sewage will be treated in the STP provided within the project site. Treated water

from STP will be re-used within project site for flushing, road washing & landscaping by providing dual

plumbing system at the project site. 155 KLD of water will be recycled within project site thereby

reducing fresh water demand for the project.

3. VEGETATION

3.1. Is there any threat of the project to the biodiversity? (Give a description of the local

ecosystem with its unique features, if any)

Project site is open land and is located within IIE, Sahstradhara IT Park. No ecologically sensitive area

falls within the project site and 1 km of project site. No forest area exists within 1 km of project site. No

notified eco-sensitive zone exists within 10 km of project site. Hence, no threat is anticipated to

ecological environment due to project development. App. 2191.63 m2 i.e. 27% of the total plot area

will be kept under green cover. Site does not support any vegetation presently and this will improve

the ecology of the area. Native plant species are planned to be planted in green area. Detail of green

area is given in Table 10. List of the trees which can be planted at the site are given in Table 11.

Table 10: Detail of Green area

Particulars Details

Green Area 2191.63 sq m

Soft Green Area 678.7 sq ,m

Hard Green Area 1512.93 sq m

As Per MoEF Guidelines One tree per 80 m2 of total area out of which

minimum 50 % to be in the category of evergreen

trees.

Trees Required 8094sq m/80= 101 Trees

Number Of Trees Proposed To Be

Planted

101

Table 11: Species of Trees, Shrubs and Herbs S. No. Scientific Name Common name

1. Cassia fistula Linn. Indian Laburnum

2. Azadirachtaindica A. Juss. Indian Lilac

3. Saracaindica Ashoka Tree

4. Plumberarubra Firangipani

5. Albizialebbeck (Benth) Black Siris Tree

6. Delonixregia Flame Boyant

7. Bauhinia purpurea Linn. Butterfly Tree

8. Callistemon sp. Bottlebrush

9. Salix babylonica Weeping Willow

10. Alstoniascholaris Devils Tree


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11. Bauhinia varigata Kachnar

12. Neriumindicum Kaner

13. Anthocephaluscadamba Cadamba

14. Jasminumsambac Jasmine

15. Durantarepens Duranta

16. Bougainvillea glabra Bougainvillea

17. Bougainvillea sp. Bougainvillea

18. Sansevieriatrifasciata Snake Plant

19. Ranunculus sp. Butter cups

3.2. Will the construction involve extensive clearing or modification of vegetation? (Provide a

detailed account of the trees & vegetation affected by the project)

The project site does not support any significant vegetation thus no tree cutting or vegetation removal

is involved.

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?

The project site does not support any vegetation. Total green area measures 2191.63 m2 i.e. 27% of the

total plot area is planned to be kept under green cover. Site layout showing green area is attached as

Annexure V.

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. Project site lies in urban area and does not provide a habitat for wild species thus no impact on fauna

is anticipated due to development of the project.

4.2. Any direct or indirect impacts on the avifauna of the area? Provide details.

The project site does not support any tree plantation thus site will not have any direct and indirect

impacts on the avifauna of the area.

4.3. Prescribe measures such as corridors, fish ladders etc. to mitigate adverse impacts on

fauna.

Not applicable


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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)

Project development will not cause any significant increase in atmospheric pollutants & formation of

heat island. It is a Hotel project & sources of pollution during operation phase will be vehicular

movement & DG set operation. Green belt will be provided around the project site to the extent

possible, which will act as settling surface for dust and thus will significantly reduce dust levels from

air. DG sets will be provided with stack such that it is 6 m higher than the highest building. These

stacks will aid release of gases at a height such that it will not have significant impact on Ground Level

Concentration of various gases. Construction is a temporary and short term phase, thus impact on air

quality during construction phase is also temporary. Measures will be taken to reduce air pollutant

generation during construction phase also.

Project site is an open land and does not support any vegetation. After development of building heat

reflection from site will increase but green belt & lawns are proposed to be provided which will absorb

the reflected heat and thus neutralize the effect. Other measure taken for quick dissipation of heat

includes painting the roof and external walls of building in white color.

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.

There will not be generation of any smoke, odorous fumes & hazardous gases, either during

construction or operation phase. Dust generation is anticipated to occur while loading & unloading of

construction material, debris & construction activities and vehicular movement during construction

phase. During operation phase dust generation will result from vehicular movement. Dust generation

will be controlled by taking following measures.

• Covering the scaffolding with green nets

• Clearance of grass or weeds only from activity area

• Water sprinkling on unpaved surfaces/open areas

• Washing wheels of vehicles at exit point on site

• Storage of construction material, excavated soil & debris in covered sheds

• Regular cleaning of site

• Development of green belt at site


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• Open areas will either be paved or planted

Taking above measures, dust generation can be minimized thus negligible impact is anticipated. D.G.

sets are proposed to be provided at project site and will be functional during power failure. Emission of

SO2& NOx will be there from DG sets but stack of appropriate height will be provided to discharge the

exhaust gases so that there will be minimal impact on GLC.

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 provision are made for car/vehicle parking at the project site Parking is proposed to be provided

in basements and lower ground floor. The parking requirement and parking provided are summarized in

the Table 12 & 13 below. Total parking provided is 514 ECS against the parking requirement of 425 ECS

as per SIIDCUL/SIDA bye laws. Car parking plans are attached as Annexure VIII a, b & c

Table 12: Parking Required Parking Required Standard FAR (sq m)/Rooms Total (ECS)

MoEF&CC Norms

For hotel rooms 1 ECS/8 guest

rooms

88 Rooms 11

For official areas 1 ECS/200 sq m 305 sq m 2

For assembly area and F & B area 1 ECS/400 sq m of

plot area

5501.954 sq m 14

Total Parking Required as per

MoEF&CC Norms

-- -- 27

As per SIIDCUL/SIDA Norms

For Hotel Project 2.5 ECS/100 m2 of

Permissible FAR

area

16997.4 sq m 425

Total Parking Required (ECS) 425

Table 13: Parking Provided Description Total Area (sq

m)

Area/ECS (sq

m)

Parking Area

(m2)

Parking Proposed (

ECS)

In Basement I (Mechanical

Parking)

4,180.27 16* 3,788.488 236

In Basement II (Mechanical

Parking)

4,044.48 16* 3,689.190 230

Lower Ground Floor (Mechanical

Parking)

2,738.816 16* 779.090 48

Total Parking Proposed (ECS) -- -- -- 514

Car parking of 514 ECS will be provided within project site to accommodate expected vehicles.

5.4. Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian

pathways, footpaths etc., with areas under each category.


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Internal roads of adequate width, footpaths/pedestrian pathways have been well planned for the project.

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.

Construction activities & increase traffic movement at project site will contribute to noise level in the

area but no significant rise in noise level & vibrations is anticipated. Following measures are proposed to

minimize the noise generation & its impact on the environment.

• Construction activity will be restricted to day time (6:00 AM to 10:00 PM)

• Usage of machinery and equipment complying with the noise standards

• Regular servicing and maintenance of vehicles

• Prohibiting honking at project site

• Speed limit within the site will be restricted to 15 kmph

• Provision of pedestrian pathways to encourage walking

• Development of green belt around project site which will act as noise buffer.

5.6. What will be the impact of DG sets & other equipment on noise levels & vibration &

ambient air quality around the project site? Provide details.

Source of noise during construction includes operation of the construction equipment and machinery,

vehicular movement and operation of DG sets whereas during operation phase source of noise will be

operation of DG sets, motors, pumps and vehicular movement.

D.G. sets will be operational during power failure only during both construction & operation phase. DG

sets to be used will be enclosed in acoustic enclosures and will be provided with stack of height as per

CPCB norms. Also low sulphur diesel will be used as fuel to minimize the SO2 generation. Green belt

will be provided during operation phase which will help in reducing the noise and dust levels at project

site. Noise level monitoring is carried out at the project site to understand the existing noise levels at the

site.

6. AESTHETICS

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?

The site lies in an urbanized settlement and is well planned. Thus, no obstruction of view or scenic

beauty or landscape is anticipated. Furthermore, the construction will be planned in such a way that the

organized open spaces and landscaped areas will render the plot aesthetically appealing.


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6.2. Will there be any adverse impacts from new constructions on the existing structures? What

are the considerations taken into account?

No impacts 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 proposed hotel development will be designed according to the SIIDCUL/SIDA building bye-laws.

6.4. Are there any anthropological or archaeological sites or artifact nearby? State if any other

significant features in the vicinity of the proposed site have been considered.

No anthropological or archaeological sites or artifacts are found within 300 m area of project site.

Nearest archaeological site is Kalinga Samark at app. 3.3 km from site in SSW direction. Thus no

impact on archaeological or anthropological sites is expected due to the project.

7. SOCIO-ECONOMIC ASPECTS

7.1. Will the proposal result in any changes to the demographic structure of local population?

No such changes anticipated.

Construction phase: Since local labourers will be engaged during construction phase, alteration to the

existing demographic profile of the area is not anticipated.

Operation phase: It is hotel project and does not involve permanent influx of any population thus will

not lead to any demographic changes.

7.2. Give details of the existing social infrastructure around the proposed project.

The area around the project is surrounded by developed area. Areas occupied by sensitive man-made

land uses like hospitals, schools, places of worship, community facilities etc. and details are given in

Table 2 above.

7.3. Will the project cause adverse effects on local communities, disturbance to sacred sites or

other cultural values? What are the safeguards proposed?

No adverse impacts are anticipated due to project development on local community or sacred sites as

project is surrounded by an urbanized stretch and all project activities are confined to project site only.

No place of cultural and archaeological importance is present within 300 m of the project site. Measures


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will be taken to control air, water, soil & noise pollution to minimize negative impact of project

development on the environment & society. Environment management plan has been drafted detailing

safeguards proposed for environmental management and is given in Section 10 of this report.

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)

For the purpose of paved path, sun dried pavers will be used instead of baked pavers as they are

manufactured through energy efficient processes. Fly ash bricks & fly ash cements will be used for

construction purpose.

8.2. Transport and handling of materials during construction may result in pollution, noise &

public nuisance. What measures are taken to minimize the impacts?

Mitigation Measures for Air Pollution during Construction Stage:

• Construction materials & vehicles carrying construction material will be suitably covered with

tarpaulin cover etc. during transportation.

• Water sprinkling will be done on unpaved roads where dust generation is anticipated.

• Raw material storage and handling yard will be enclosed from all sides.

• To minimize the occupational health hazard, proper personal protective gears i.e. mask will be

provided to the workers working in the dust prone areas.

Mitigation Measures for Noise Pollution during Construction stage:

• Administrative as well as engineering control of noise will be implemented.

• Isolation of noise generation sources and temporal differentiation of noise generating

activities will ensure minimum noise at receiver’s end.

• To prevent any occupational hazard, earmuff / earplug will be given to the workers working

around construction plant & machinery emitting high noise levels.

• Construction activity will be restricted to day time. Careful planning of machinery operation and

scheduling of operations will be done to minimize such impact.

8.3. Are recycled materials used in roads and structures? State the extent of savings achieved?

Efforts will be made for the larger use of Fly ash in road and as mixing material for construction. Waste


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from construction like excavated earth, empty cement bags, paper, cartoon and iron rods etc. will be

reused/ recycled as far as possible.

8.4. Give details of the methods of collection, segregation & disposal of the garbage generated

during the operation phases of the project.

Waste to be generated during operation phase will be majorly municipal waste. Apart from municipal

waste insignificant quantity of e-waste and used oil from DG sets will be generated. Used oil from DG

sets will be disposed off through authorized vendors as per Hazardous & Other Waste Rules, 2016.

Estimations are made to calculate the municipal waste to be generated from the project site and the

calculations and compositions of waste are given in Table 14 & 15 below. . As per the estimations,

approx. 564 kg per day (@ 0.15 kg per capita per day for the visitor, 0.5 kg per capita per day for guests

of hotel/service apartment, 0.25 kg per capita per day for the staff members and visitors of assembly and

F&B area and 0.2 kg/acres/day are considered for landscape wastes) will be generated from project site.

Table 14: Estimated Waste Generation

S.No. Category Population/Area

(acres)

Waste generation

(p/kg/day)

Waste Generated

(kg/day)

Official purpose including meeting rooms

1. Visitors 25 0.15 4

2. Staff 6 0.25 1.5

Assembly and Food & Beverages

3. Visitors 1022 0.25 255.5

4. Staff 255 0.25 64

Hotel Premises & Service Apartment

5. Guest 392 0.5 196

6. Staff 92 0.25 23

Total Domestic Waste (1-3) 544

7. Landscape waste 0.54 Acre @ 0.2

kg/acre/day

0.1

8. STP Sludge -- -- 20

Total Waste generated (1-4) 564.1 kg/day

~564 kg/day

Table15: Composition of Waste

S. No Type of Waste Quantity of Waste

(Kg/day)

1. Bio-degradable (60% of Total Waste) 338

2. Recyclable (30% of Total Waste) 169

3. Inert-Waste (10% of Total Waste) 57

Solid Waste Management Plan-Operation Phase

Collection and Segregation of waste


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1. A waste storage area for municipal waste with 2 days storage along with OWC area will be provided

at the site for temporary collection and storage of waste

2. This waste will be collected on daily basis from site by local vendors in the area for disposal to

designated locations in area for waste disposal

3. Three color bins (blue, green and grey) will be provided for recyclable, compostable and non-

recyclable/inert fraction of waste for onsite segregation of waste at each floors, restraints, banquets,

waste storage room

4. A waste storage room will also be provided for e-waste to be generated from site

5. Used oil from DG sets will be stored in HDPE drums and will be placed at isolated location

Treatment & Disposal of waste

1. Compostable wastes

Compostable waste will be composted in organic convertor and will be used as manure.

STP sludge will be stabilized and is proposed to be used for horticultural purposes as

manure.

Horticultural Waste will also be composted and will be used as manure.

2. Recyclable wastes

Recyclable wastes like paper, plastic, metals etc. will be sold off to authorized recyclers

Used oil from DG sets will be sold to authorized vendors

E-waste will be sold to authorized vendors

3. Non-Recyclable/Inert wastes

Inert waste will be disposed off through local agencies in area responsible for waste

management

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?

Power requirement for the entire project is 911 kVA. 2 nos. transformers of 750 kVA each will be

provided at the site. Source of power will be supplied by UPCL.

Details of D.G Sets

2 nos. of D.G. sets of total capacity 1330 kVA (1 X 1010 + 1 X 320 kVA) will be provided for power

back up.


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Effective measures which will be incorporated to minimize the energy consumption are guven below.

Energy saving calculations are given below in Table 16.

Provision of AAC block for filler walls and partition walls: It provides insulation thus prevents heat

exchange from building & reduce heating & cooling loads. It is a light weight material thus easy to

transport saves fuel & thus reduces emission.

5 star BEE rated energy efficient electrical appliances, pumps and motors will be used

Variable Frequency Drives are proposed to be installed for hydro-pneumatic system for water

supply and Secondary chilled water pumps for air-conditioning

Orientation of building is such that the building will receive the soft sunlight which will minimize

the lighting requirement without exceeding the cooling load

E-glass to be used for curtain & window glazing for minimizing radiation. Venetian blinds for

protection from direct Sun.

False ceiling for reducing A.C loading & Calcium silicate tiles will be used for false ceiling which

has excellent insulation properties with thermal conductivity of 0.043/W/M0K

Low/No VOC content paint used for wall finishes & door finishes.

Use of ACP cladding for external finish will improve thermal insulation.

Solar heating system for Hot water.

Provision of Solar lights for lighting on streets & common areas.

Use of PPR & CPVC pipes for water supply

Energy efficient florescent lamp, T-5 lamps, LED, CFL will be used for internal lightning within

the project site

50 % external light can be switched ‘off’ after 11 pm, when the movement is drastically reduced.

Energy efficient chilling system as per ASHRAE requirement. Chiller system should be centralized

and chilling should be as per the occupancy and the room temperature. Chilling pumps shall operate

through VFDs to facilitate variable pumping system which will take care of part load requirement

and hence saving in energy.

Lighting system of the entire hotel will be sensor based. Lights will switch on sensing the

occupancy

Cautionary signage will be provided in each room, apartment and all areas related to saving energy

and water


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Table 16: Energy Efficiency Calculations

S. No. Energy Saving Measures Energy Saving (kVA)

1 LED lights for lighting in common areas 1.6

2 Solar lights for lighting in common areas 4.4

3 LED lights for internal lighting 140.25

4 Solar Water Heaters 198

5 Total energy saving 344.25

6 Power requirement 911

7 Energy Saving percentage 37.7%

9.2. What type of, and capacity of, power back-up to you plan to provide?

Details of D.G Sets

2 nos. of D.G. sets of total capacity 1330 kVA (1 X 1010 + 1 X 320 kVA) will be provided for power

back up.

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?

Glass will not be use more than 50% of the wall material. Glass with high efficiency SGU will be used

in the project. Solar heating gain factor (SFGH) of the glass to be used is 0.33 and the U value will be

0.67 BTU / Hr - Sft -oF

9.4 What passive solar architectural features are being used in the building? Illustrate the

applications made in the proposed project.

Orientation of the buildings is as per the sun path analysis. Architectural features like façade, and

overhangs for windows will be provided to prevent direct sunlight & heat to enter into the building.

Roofs of buildings will be painted with heat reflecting paint. Building is designed in a way that sunlight

is used for insolation during day time by providing adequate façade.

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 hot water systems for

use in the building complex? Substantiate with details.

Solar street light and solar water heating system is proposed to be provided at site.

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


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saving has been effected?

Orientation of the buildings is as per the sun path analysis. Architectural features like façade, and

overhangs for windows will be provided to prevent direct sunlight & heat to enter into the building.

Roofs of buildings will be painted with heat reflecting paint. Building is designed in a way that sunlight

is used for insolation during day time by providing adequate fenestration.

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?

Yes, to increase energy efficiency, CFL lamps and T-5 lamps are proposed to be used for internal

lightning purpose for proposed project. Solar street lights & CFL will be used to minimize energy

consumption for open area. Notices will be displayed everywhere for saving energy.

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?

Heat emissions from the project may be from the following sources:

• Heat absorbed from the paved and concrete structures

• Heat increase due to increased vehicle use

However, the heat generated will not be significant and will be dissipated in the greens and open areas

provided within the project area.

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.

Thermal characteristics of the materials used for building envelope viz., roof, external walls, and

fenestration will be provided in accordance with energy conservation building Code 2007. The R-

Value for the major building components used is given in Table 17 below: List of construction material

to be used is shown in Table 18.

Table 17 R-Value of Construction Materials

S.No. Component U value

(BTU/Hr. - Sft – oF.)

1. Glass 0.67


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2. Wall 0.36

3. Roof 0.12

Table 18: List of Construction Material Type of Construction U values (in W/m

2deg C)

Walls:

Brick:

Plastered both sides 3.24

Solid Un plastered 2.67


Concrete, Ordinary, Dense:

-152mm 3.58

-203mm 3.18

Concrete block:

CLC Fly ash block 1.19

Hollow Concrete block, 220mm, single skin, outside rendered, inside plastered:


Roofs Flat

Reinforced concrete slab, 100mm, scered 63-12 mm, 3

layers bituminous felt

3.35

Floors:

Concrete on ground or hardcore fill 1.13

+ Grano, Terrazze or tile finish 1.13

+ Wood block finish 0.85

Exposure South Sheltered:

Single glazing 3.97

Double glazing 6 mm space 2.67

9.10. What precautions & safety measures are proposed against fire hazards? Furnish details of

emergency plans.

Disaster Management Plan

Disaster Management Plan will be developed to reduce the impact of disasters like earthquake,

fire etc. and to encourage recovery.

It would be a volunteer kind of set-up and professionals can also be hired in case of eventuality.

Training will be given to staff & contractors about disaster management and handling

Emergency evacuation plan will be provided in common areas

Safety guidelines will be provided in & outside elevators

Management & Prevention of Fire hazard

As per NBC proposed project falls under Group A and Subdivision A-6. The entire fire safety

installation shall be compliant with NBC, 2016 for the entire project site to ensure the highest safety

standard and uniformity of system. Further, before property is opened to public, the fire protection shall

be fully operated and tested. Fire-fighting system will be provided keeping in view guidelines of the

following:


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National Building Code Sept 2005: Part IV for Fire Protection

SIIDCUL/SIDA Bye-Laws (Uttrakhand)

Consultation with local Chief Fire Officer.

All Building will be provided with fire protection arrangements such as fire hose cabinet with complete

firefighting accessories, hose, wet riser, automatic sprinkler system in entire building, manual call points,

underground water storage tank, overhead water tank (20 cum), fire pumps, portable fire extinguishers,

exit signs, P.A. System, Yard Hydrants, Fireman’s lift grounding switch, precautionary notices in lifts &

restricted areas in case of fire, display of fire evacuation plan and fire control room from fire safety point

of view. Firefighting Plans and its schematic diagram is attached as Annexure X.

Management & Prevention of Earthquake hazard

During Construction Phase

To ensure safety of the building from Seismic Load the Design of the building will be done in accordance

to Section 1, Part 6 of NBC 2005. Buildings will be designed keeping in consideration that structures

should possess strength to withstand minor earthquakes which occur frequently, without damage; resist

moderate earthquake without significant structural damage; and aims to withstand major earthquakes

without collapse.

Earthquake resistant building materials will be used for construction of structures e.g. RCC.

Walls will be made up of lighter material like AAC blocks to reduce the weight of the building

During Operation Phase

Staff will be given training to handle emergency situations

Charts detailing Do’s & Don’t during earthquake will be displayed at prominent places

First aid facility will be available at all the time

Fire-extinguishers are provided to deal with fires induced due to earthquake

9.11. If you are using glass as wall material provides details and specifications including emissive

and thermal characteristics.

Glass will not be use more than 50% of the wall material. Glass with high efficiency SGU will be used

in the project. Solar heating gain factor (SFGH) of the glass to be used is 0.33 and the U value will be

0.67 BTU / Hr - Sft -oF

9.12. What is the rate of air infiltration into the building? Provide details of how you are


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mitigating the effects of infiltration.

Air infiltration rate is expected to be nil as air conditioning system is as designed per the ASHRAE.

HVAC are so designed that building air is slightly pressurized by admitting more outside air than

exhausting so that infiltration is dramatically reduced. This also help in conserving the energy lost due to

infiltration.

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.

This is a very small project. Solar energy usage is maximized by adopting usage of solar street lights and

solar water heating system.

10. ENVIRONMENT MANAGEMENT PLAN

The Environment Management Plan (EMP) consist of all mitigation measures for each component of the

environment due to the activities increased during the construction, operation and the entire life cycle to

minimize adverse environmental impacts resulting from 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 sites including fire. The detailed

EMP for the project is given below.

10.1 Environmental Management Plan

The Environment Management Plan (EMP) is a site specific plan developed to ensure that the project is

implemented in an environmental sustainable manner where all contractors and subcontractors, including

consultants, understand the potential environmental risks arising from the project and take appropriate

actions to properly manage that risk. EMP also ensures that the project implementation is carried out in

accordance with the design by taking appropriate mitigation actions to reduce adverse environmental

impacts during its life cycle. The plan outlines existing and potential problems that may adversely impact

the environment and recommends corrective measures where required. Also, the plan outlines roles and

responsibility of the key personnel and contractors who will be in-charge of the responsibilities to manage

the project site.

10.1.1 The EMP is generally

Prepared in accordance with rules and requirements of the MoEF and CPCB/ SPCB


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To ensure that the component of facility are operated in accordance with the design

A process that confirms proper operation through supervision and monitoring

A system that addresses public complaints during construction and operation of the facilities and

A plan that ensures remedial measures is implemented immediately.

The key benefits of the EMP are that it offers means of managing its environmental performance thereby

allowing it to contribute to improved environmental quality. The other benefits include cost control and

improved relations with the stakeholders.

EMP includes four major elements:

Commitment & Policy: The management will strive to provide and implement the Environmental

Management Plan that incorporates all issues related to air, water, land and noise.

Planning: This includes identification of environmental impacts, legal requirements and setting

environmental objectives.

Implementation: This comprises of resources available to the developers, accountability of

contractors, training of operational staff associated with environmental control facilities and

documentation of measures to be taken.

Measurement & Evaluation: This includes monitoring, counteractive actions and record keeping.

It is suggested that as part of the EMP, a monitoring committee would be formed by M/s Sikka Superb

Spaze Pvt. Ltd. comprising of the site in-charge/coordinator, environmental group representative and

project implementation team representative. The committee’s role would be to ensure proper operation

and management of the EMP including the regulatory compliance.

The components of the environmental management plan, potential impacts arising, out of the project and

remediation measures are summarized below in Table 19.


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TABLE 19: SUMMARY OF POTENTIAL IMPACTS AND REMEDIAL MEASURES

S.

No.

Environmental

components

Potential

Impacts

Potential Source of

Impact

Controls Through EMP

& Design

Impact

Evaluation

Remedial Measures

1. Ground Water

Quality

Ground Water

Contamination

Construction Phase

Waste water

generated from

temporary labor

tents.

Waste water will be

managed to maximum

extent and to maintain

hygienic condition at site

No significant

impact as majority

of labors would be

locally deployed

Waste water arising from

the project is to be disposed

conforming to CPCB by

septic tanks/soak pits

Operation Phase

Discharge from the

project site

No treated or untreated

water will be discharged in

sewer except 7 KLD

during monsoon

No negative

impact on ground

water quality

envisaged.

Waste water generated will

be treated in STP Proposed

inside the Project Premises

and will be used for HVAC

cooling, landscaping, flushing

and road washing

2. Ground Water

Quantity

Ground Water

Depletion

Construction Phase

No impact as

ground water will

not be used

No water ponding will

be allowed at site

No impact Treated water will be taken

from CSTP of SIIDCUL for

meeting construction water

requirement

Operation Phase

Water will be

supplied by

SIIDCUL during

operation phase. In

case water supply is

not available,

ground water may

be used after taking

permission from

CGWAS

Water conservation will

be practiced to conserve

water. Rain water

harvesting will be carried

out and the rain water will

be recharged to ground to

augment the ground water

level. Permission should be

taken from CGWA prior

usage of ground water

No Impact Using water efficiently

Re-cycle & Re-use of

water

Use of Water Efficient

fixtures like flow regulators,

dual flushing cisterns, low

flow taps, low flow urinals

Provision of RWH pits to

collect rain water for ground

water recharge

Permission should be taken

from CGWA prior usage of


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ground water

3. Surface Water

Quality

Surface water

contamination

Construction Phase

Contaminated

surface runoff from

site during

construction

activity.

Water & Sewage

management will be

carried out at the site to

control water pollution

Measures will be

taken to restrict

the run-off from

site.

Silt traps and diversion

ditches will be constructed to

control surface run-off during

site development

Curing will be done by

spraying water to reduce run-

off

Toilets will be provided at

the site to prevent open

defecation and the sewage

will be disposed through

septic tanks and soak pits

Site will be kept clean and

the material will be handled

carefully to minimize the

spillage

Operation Phase

Discharge from

Project Site

No untreated water will

be discharged outside

project site

No negative

impact on surface

water quality

envisaged.

Treated water will be recycled

and re-used for flushing,

horticulture, HVAC cooling

and road/car washing. 7 KLD

of surplus water during

monsoon season will be given

to nearby construction site for

construction phase.

4. Air Quality Dust Emissions

(PM)

Construction Phase

Construction

activities

Vehicular

movement

Suitable control measures

will be adopted for

reducing the PM level in

the air as per air pollution

control plan.

Dust generation

will be temporary

and will settle fast

due to dust

suppression

techniques. Impact

will be restricted

Water sprinklers will be

provided

Regular sweeping of

construction site

Construction material &

debris carrying vehicles will


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to small area. be covered.

SO2, NO2 and

CO

Construction Phase

Vehicular exhaust

Running D.G. set

(back up)

Rapid on-site

construction

Impact will be for

short duration Regular monitoring of

emissions and control

measures will be taken to

reduce the emission levels.

Use of low sulfur diesel

Regular maintenance and

servicing of vehicles.

Emissions of

PM, SO2, NOx

and CO

Operation Phase

Vehicular

movement

Vehicular exhaust

Running D.G. set

(back up)

Suitable control

measures will be adopted

for reducing emissions

Not significant.

Regular

monitoring of air

quality will be

carried out to

maintain air

quality

Stack height of DG as per

CPCB standards

Use of low sulfur diesel

Traffic management

Providing Footpath

Developing Green belt

All vehicles will carry PUC

5. Noise

Environment

Construction phase

Construction

Activities

Operation of

Machinery

Operation of DG

sets

Noise Management by

adopting suitable

measures.

Impact will be

temporary and

will be restricted

to small area.

Provision of Noise shields

DG sets will be provided

with acoustic enclosures

Construction activities

involving high level noise

generation will be restricted

to day time

Provision of ear muffs to

workers

Traffic Management at site

to prevent honking

Use of machinery of

modern make, meeting the

noise standards

Operation Phase Noise Management by Not Significant. Development of green belt


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Noise from

vehicular

movement

Noise from DG set

operation

adopting suitable

measures DG sets will be provided

with acoustic enclosure

Proper traffic management

& circulation. Speed limit

restricted to 15 kmph for

speed regulation. Honking

will be prohibited in the

premises

6. Land

Environment

Soil

contamination

Construction Phase

Disposal of

construction debris

Spillage of oil or

paints

Excavation of soil

By controlling soil

erosion and maintaining

soil quality by periodic

soil quality monitoring

No significant

impact.

Impact will be

restricted to

project site

Construction debris will be

used for leveling or will be

sent to landfill for disposal

Proper work management

to avoid spillage

Excavated soil will be re-

used for landscaping in

project area.

Silt traps and dykes will be

develop

Operation Phase

Municipal solid

waste

Used oil from

D.G. set

Solid waste

management as per MSW

Rules, 2016.

Since solid waste

is handled by the

authorized

agency, waste

dumping will not

be practiced thus

impact is not

significant.

Negligible

impact.

MSW Management as per

MSW Rules, 2016 by the

authorized agency.

Treatment of compostable

waste within project site

Recyclable waste will be

sold to authorized dealers

Inert waste will be

disposed-off by authorized

agency

Used oil generated will be

disposed as per norms to

authorized vendors


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7. Biological

Environment

Displacement

of Flora and

Fauna on site

Construction Phase

Site Development

during

construction

Important species

of trees, if any, will be

identified and marked and

will be merged with

landscape plan

No significant

vegetation exists

at project site so

no tree felling

involved.

No clearing of trees

Operation Phase

Site Development

Development of Green

Belt

Positive Impact Green belt will be

developed along periphery

Avenue plantation will be

carried out

Proper after care &

maintenance will be done

8. Socio-

Economic

Environment

Population

displacement

Construction Phase

Construction

activities may lead

to temporary

relocation

Generation of

employment for local

people especially labor

Positive Impact Generation of employment

for skilled, unskilled and

semiskilled people

Development of an area

due to improved

infrastructure

Employment preferably to

be given to local people

Implementation of EMP to

prevent

Operation Phase

Site operation

Enhancement of tourism

as the project will

generate the good

accommodation facility

at the site for tourist

Increased employment

opportunities

Positive impact


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9. Traffic Pattern Increase in

traffic

Construction Phase

Import of

construction

material at site

Export of

construction debris

from project site

Proper Traffic

Management &

circulation

Impact will only

be for short time

(construction

phase)

Provision of adequate

parking space

Proper traffic circulation

system at site

Proper signage system

Restrict hours of material

transport

Operation Phase

Vehicles of staff &

visitors

Proper Traffic

Management &

circulation

Not Significant

as project site is

well connected

via network of

roads

Provision of adequate

parking space

Proper traffic circulation

system at site

Informatory & directive

Sign boards will be provided

Provision of pedestrian

path to encourage parking


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10.2 ENVIRONMENT MANAGEMENT PLAN

An Environmental Management Plan (EMP) will be required to mitigate the predicted adverse

environmental impacts during construction and operation phase of the project and these are discussed in

later subsections.

10.2.1 EMP for Air Environment

Construction Phase

To mitigate the impacts of PM during the construction phase of the project, the following measures are

recommended for implementation:

A dust control plan

Procedural changes to construction activities

Dust Control Plan

The most cost-effective dust suppressant is water because water is easily available on construction site.

Water can be applied using water trucks, handled sprayers and automatic sprinkler systems. Furthermore,

incoming loads could be covered to avoid loss of material in transport, especially if material is transported

off-site.

Procedural Changes to Construction Activities

Idle time reduction: Construction equipment is commonly left idle while the operators are on break or

waiting for the completion of another task. Emission from idle equipment tends to be high, since catalytic

converters cools down, thus reducing the efficiency of hydrocarbon and carbon monoxide oxidation.

Existing idle control technologies comprises of power saving mode, which automatically off the engine at

preset time and reduces emissions, without intervention from the operators.

Improved Maintenance: Significant emission reductions can be achieved through regular equipment

maintenance. Contractors will be asked to provide maintenance records for their fleet as part of the contract

bid, and at regular intervals throughout the life of the contract. Incentive provisions will be established to

encourage contractors to comply with regular maintenance requirements.

Reduction of On-Site Construction Time: Rapid on-site construction would reduce the duration of traffic

interference and therefore, will reduce emissions from traffic delay.

Operation Phase

To mitigate the impacts of pollutants from DG set and vehicular traffic during the operational phase of the

Project, following measures are recommended for implementation:


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DG set emission control measures

Vehicular emission controls and alternatives

Greenbelt development

Diesel Generator Set Emission Control Measures

Adequate stack height will be maintained to disperse the air pollutants generated from the operation of DG

set to dilute the pollutants concentration within the immediate vicinity.

Vehicle Emission Controls and Alternatives

During construction, vehicles will be properly maintained to reduce emission.

Footpaths and Pedestrian ways: Adequate footpaths and pedestrian ways would be provided at the site to

encourage non-polluting methods of transportation.

Greenbelt Development

Increased vegetation in the form of greenbelt is one of the preferred methods to mitigate air and noise

pollution. Plants serve as a sink for pollutants, act as a barrier to break the wind speed as well as allow the

dust and other particulates to settle on the leaves. It also helps to reduce the noise level at large extent. Table

11 above enlists various species of the greenbelt that can be used to act as a barrier.

10.2.2 EMP FOR NOISE ENVIRONMENT

Construction Phase

To mitigate the impacts of noise from construction equipment during the construction phase on the site, the

following measures are recommended for implementation.

Time of Operation: Noisy construction equipment would not be allowed to use at night time.

Job Rotation and Hearing Protection: Workers employed in high noise areas will be employed on shift basis.

Hearing protection such as earplugs/muffs will be provided to those working very close to the noise

generating machinery.

Operation Phase

To mitigate the impacts of noise from diesel generator set during operational phase, the following measures

are recommended:

Adoption of Noise emission control technologies

Greenbelt development

Noise Emission Control Technologies

DG sets are provided with integrated acoustic enclosures as per E (P) Act, GSR (E) and its amendments.


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10.2.3 EMP FOR WATER ENVIRONMENT

Construction Phase

To prevent degradation and to maintain the quality of the water source, adequate control measures have

been proposed. The following management measures are suggested to protect the water source being

polluted during the construction phase:

Avoid excavation during monsoon season

Care would be taken to avoid soil erosion

Common toilets will be constructed on site during construction phase and the waste water would be

channelized to the septic tanks in order to prevent waste water to enter into the nearby water bodies

Any area with loose debris within the site shall be planted

To prevent surface and ground water contamination by oil and grease, leak-proof containers would be

used for storage and transportation of oil and grease. The floors of oil and grease handling area would be

kept effectively impervious. Any wash off from the oil and grease handling area or workshop shall be

drained through imperious drains

Collection and settling of storm water, prohibition of equipment wash downs and prevention of soil loss

and toxic release from the construction site are necessary measure to be taken to minimize water

pollution

Operation Phase

In the operation phase of the project, water conservation and development measures will be taken, including

all possible potential for rain water harvesting. Following measures will be adopted:

Water source development.

Minimizing water consumption.

Promoting reuse of water after treatment and development of closed loop systems for different water

streams.

Water Source Development

Water source development shall be practiced by installation of scientifically designed Rain Water

Harvesting system. Rainwater harvesting promotes self-sufficiency and fosters an appreciation for water as a

resource.

Most of the storm water produced on site will be harvested for ground water recharge. 2 Nos. of RWH pits

will be provided at the site put the storm water into the ground for recharging groundwater aquifers. Thus

proper management of this resource is a must to ensure that it is free from contamination.

A detailed storm water management plan will be developed which will consider the possible impacts from

above sources. The plan will incorporate best management practices which will include following:

Regular inspection and cleaning of storm drains


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Clarifiers or oil/separators will be installed in all the parking areas. Oil / grease separators installed

around parking areas and garages will be sized according to peak flow guidelines. Both clarifiers and

oil/water separators will be periodically pumped in order to keep discharges within limits

Covered waste storage areas

Avoid application of pesticides and herbicides before wet season

Conducting routine inspection to ensure cleanliness

Provision of slit traps in storm water drains

Good housekeeping in the above areas

Minimizing Water Consumption

Consumption of fresh water will be minimized by combination of water saving devices and other domestic

water conservation measures. The following section discusses the specific measures, which shall be

implemented:

Consumption/Usage

Use of water efficient plumbing fixtures (dual flushing cisterns, low flow showers, pressure taps and

faucets). Water efficient plumbing fixtures uses less water with no marked reduction in quality and

service

Leak detection and repair techniques.

Meter water usage: Implies measurement and verification methods.

Monitoring of water uses is a precursor for management.

Horticulture

Usage of STP treated water for horticulture

Promoting Reuse of Water after Treatment

Quantity of sewage generated during operational phase will be app. 194 KLD. Sewage will be treated

through sewage treatment plant of capacity 230 KLD. STP will be provided with MBBR technology. The

treated sewage will be completely re-used for flushing (64 KLD), road washing (2 KLD), HVAC cooling

(82 KLD) and greenbelt development (7 KLD). Only 7 KLD treated water will be excess during monsoon


10.2.4 EMP FOR LAND ENVIRONMENT

Construction Phase

The waste generated from construction activity includes construction debris, biomass from land clearing

activities, waste from the temporary make shift tents for the labors and hazardous waste. Following section

discuss the management of each type of waste. Besides waste generation, management of the topsoil is an

important area for which management measures are required.


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Construction Debris

Construction debris is bulky and heavy and re-utilization and recycling is an important strategy for

management of such waste. As concrete and masonry constitute the majority of waste generated and this

waste can be recycled by conversion to aggregate which can be further used as construction raw material.

Mixed debris with high gypsum, plaster, shall not be used as fill, as they are highly susceptible to

contamination, and will be send to designated solid waste landfill site.

Metal scrap from structural steel, piping, concrete reinforcement and sheet metal work shall be removed

from the site by construction contractors. A significant portion of wood scrap will be reused on site.

Recyclable wastes such as plastics, glass fiber insulation, roofing etc. shall be sold to recyclers. Construction

and Demolition Waste will be managed as per C & D Waste Rules, 2016.

Hazardous waste

Construction sites are sources of many toxic substances such as paints, solvents wood preservatives,

pesticides, adhesives and sealants. Hazardous waste generated during construction phase shall be stored in

sealed containers and disposed off as per The Hazardous & Other Waste, 2016.

Some management practices to be developed are:

Herbicides and pesticide will not be over applied (small-scale applications) and not applied prior to rain

Paintbrushes and equipment for water and oil based paints shall be cleaned within a contained area and

will not be allowed to contaminate soil, water courses or drainage system

Provision of adequate hazardous waste storage facilities. Hazardous waste collection containers will be

located as per safety norms and designated hazardous waste storage areas which will be located away

from storm drains or natural watercourses

Segregation of potentially hazardous waste from non-hazardous construction site debris

Well labeled hazardous waste containers with the waste being stored and the date of generation

Instruct employees and subcontractors in identification of hazardous and solid waste

Waste from Temporary Makes Shift Tents for Labors

Local labour will be hired and there will be no or minimal requirement of setting up of labour camp. Wastes

generated from temporary make shift labor tents if any will mainly comprise of household domestic waste,

which will be managed by the contractor at the site. The sewage generated will be channelized to the septic

tank.

Top Soil Management

To minimize disruption of soil and for conservation of top soil, the contractor shall keep the top soil cover

separately and stockpile it. After the construction activity is over, top soil will be utilized for landscaping

activity. Other measures, which would be followed to prevent soil erosion and contamination include:

Maximize use of organic fertilizer for landscaping and green belt development


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To prevent soil contamination by oil/grease, leak proof containers would be used for storage and

transportation of oil/grease and wash off from the oil/grease handling area shall be drained through

impervious drains and treated appropriately before disposal

Removal of as little vegetation as possible during the development and re-vegetation of bare areas after

the project is completed.

Working in a small area at a point of time (phase wise construction)

Construction of erosion prevention troughs/berms.

Operational Phase

During operation phase, waste comprise of municipal waste. Details of municipal waste generation and

management are given in sections 8.4 above.

SOLID WASTE MANAGEMENT PLAN



STP sludge will be stabilized and is proposed to be used for horticultural purposes as manure.








management

10.2.5 EMP FOR ECOLOGICAL ENVIRONMENT

Site does not support any vegetation thus no impact on ecology would be there due to project development.

During operation phase a green belt is proposed at the project site. Approx. 2191.63 m2of area is kept under

green cover which is approx. 27% of net plot area.

10.2.6 EMP for Socio-Economic Environment

During construction stage only local labour will be hired for construction purpose which will provide

employment to local people. Environmental management plan was implemented at the site which prevented

the environmental pollutionin the area and problems to the people in the project site surroundings.


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During operation phase, environment management plan will be implemented to manage sewage, storm

water, emissions and waste from the site. Thus there are no impacts due to the project on socio-economy.

Further the project is one of the best working spaces in the city.

10.2.7 EMP FOR ENERGY CONSERVATION

Energy conservation program will be implemented through measures taken both on energy demand and

supply. Energy conservation is integral part of our project planning. Energy saving will help saving the

energy as well as the cost for the power usage. The conservation efforts would consist of the following:

Architectural design

1) Maximum utilization of solar light will be done by providing glazed glass walls and façade

2) The orientation of the buildings will be done in such a way that maximum soft daylight is available.

3) Overhangs will be provided to regulate the sum heat entering the building.

4) Provision of green belt within the site

Energy Saving Practices

1) Energy efficient lamps will be provided within the project site

2) Solar street lights for external lighting

3) Constant monitoring of energy consumption and defining targets for energy conservation.

4) Adjusting the settings and illumination levels to ensure minimum energy used for desired comfort

levels.

Behavioral Change on Consumption

1) Promoting staff and visitors awareness on energy conservation

2) Training staff on methods of energy conservation and to be vigilant to such opportunities.

10.3 ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING PLAN

1) Promoting awareness on energy conservation through signage

2) Training staff on methods of energy conservation and to be vigilant to such opportunities

10.3.1 Environmental Management Budget

Implementation cost for environmental management plan during operation & construction phase of the

project is given below in Tables 20 & 21 below.

Table 20: EMP budget for Construction Phase

S. No. Activity Capital Cost

(Lacs)

Recurring Cost (Lacs)

1. Temporary Construction Raw

material storage yard

1.0 0.1

2. Temporary excavated soil 0.5 0.05


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storage yard

3. Solid waste Management 2.0 2.0

4. Health & safety of Workers 1.5 0.3

5. Environmental Monitoring 1.04 1.04

Total 6.04 3.49

Table 21: EMP budget for Operational Phase

S. No. Activity Capacity/ Area/Nos./parameters Capital

Cost

(Lacs)

Annual Recurring

Cost (Lacs)

1. STP 230 KLD 25.0 2.0

2. Landscaping &

planting trees

2191.63 sq m 15.00 2.0

3. Solid waste

Management

564 Kg/day

4.0 2.0

4. RWH Pit Installation 2 Nos. 4.0 0.5

5. Environmental

Monitoring*

Air, Water, Soil & Noise 1.6 3.2

Total 49.6 9.7

* Environment monitoring to be carried out twice in year so recurring cost per annum is double that of

onetime cost of environmental monitoring.

10.3.2 Environmental Monitoring

The purpose of environmental monitoring is to evaluate the effectiveness of implementation of

Environmental Management Plan (EMP) by periodic monitoring. The important environmental parameters

within the impact area are selected so that any adverse effects are detected and time action can be taken. The

project proponent will monitor ambient air Quality, Ground Water Quality and Quantity, and Soil Quality in

accordance with an approved monitoring schedule.

10.3.3 Awareness and Training

Training and human resource development is an important link to achieve sustainable operation of the

facility and environment management. For successful functioning of the project, relevant EMP would be

communicated to:

Hotel guests, Staff & Contractors

Hotel guests, staff & contractors must be made aware of the importance of waste segregation and disposal,

water and energy conservation.

CONCEPTUAL PLAN


“Sikka Hotel”

At










June,

2017



Conceptual Plan


CONTENTS

SI. NO. DESCRIPTION PAGE NO.

1.0 Introduction 1

2.0 Applicable Environment Legislation 1

3.0 Location and Land Use of project Site 2

4.0 Surroundings and Connectivity of project Site 3

5.0 Project Cost 5

6.0 Area Statement 5

7.0 Estimated Population 6

8.0 Water Requirement 7

9.0 Sewage Generation and Treatment 9

10.0 Storm Water Management System 12

11.0 Parking Details 13

12.0 Power Details and Back-up 14

13.0 Solid Waste Generation and Management 14

14.0 Green Area 17

15.0 Construction Material 18



Conceptual Plan

1


1.0 INTRODUCTION

Sikka group is well known for their quality, commitment to construction & innovative designs and have

delivered various residential and commercial infrastructure projects. M/s Sikka Superb Spaze Pvt. Ltd.

has proposed to develop a hotel project at Plot No. 10, 11, 12, IIE, Sahastradhara Road (IT Park),

Dehradun, Uttarakhand. Plot is located within the IIE Sahstradhara road IT Park of SIIDCUL. SIIDCUL

has allotted the plot for development of hotel to M/s Sikka Superb Spaze Pvt. Ltd. Allotment letter of land

is attached as Annexure I. Total plot area is 8094 m2 (2 acres) and project will have total built-up area is

28,006.62 m2. Project is being developed taking all the environmental management systems in

consideration including green belt development, storm water management system, water supply system,

sewage management system and fire safety system.

2.0 APPLICABLE ENVIRONMENTAL LEGISLATIONS

As per the EIA Notification, 2006, it is required for the project listed in the Schedule I to obtain prior

environment clearance from concerned authority. Building and Construction projects having built-up

area more than 20,000 sq m and less than 1,50,000 sq m falls under activity 8 (a) & Category B2 of

schedule I of the EIA Notification, 2006 as amended. Thus,it is required to obtain prior environmental

clearance from SEIAA, Uttarakhand for this project. However, SEIAA Uttarakhand is not formed after its

dissolution in March, 2016 so we are applying to MoEF&CC for obtaining environmental clearance.

Other acts and rules applicable to the project include:

Environment protection Act, 1986

EIA Notification, 2006 as amended

The Air (Prevention and Control of Pollution) Act,1981

The Water (Prevention and Control of Pollution) Act,1974

The Water (Prevention and Control of Pollution) Cess Act, 1977.

Municipal solid waste management rules, 2016

Construction & Demolition Waste Management Rules, 2016

E-Waste Rules, 2016

Plastic waste Management Rules, 2016

Hazardous & Other waste Management Rules, 2016

Noise Rules, 2000

State Infrastructure and Industrial Development Corporation of Uttarakhand Limited

(SIIDCUL)

Forest Act 1927 & 1980



Conceptual Plan

2


3.0 LOCATION AND LAND USE OF PROJECT SITE

Proposed project site is located at Plot No. 11, 12, 13 IIE, Sahastradhara Road (IT Park), Dehradun,

Uttarakhand. Location map of the project site is given below in Figure 1. Geographical co-ordinates of

the center of the project site are 30°21'41.67"N & 78°05'06.66"E. Geographical coordinates of all the

corners of the project site are given in Table 1& Figure 2. Project site is located in IIE Sahastradhara

Road IT Park of SIIDCUL. SIIDCUL has allotted the plot to M/s Sikka Superb Spaze Pvt. Ltd. for

development of hotel. Land use zoning map of IIE Sahastradhara IT park of SIIDCUL showing location

of project site is attached as Annexure II.

Figure 1: Location map of Project Site

Table 1: Geographical coordinates of Project Site

Points as in Map Latitude Longitude

A 30°21′40.46″N 78°05′04.42″E

B 30°21′42.70″N 78°05′04.88″E

C 30°21′43.21″N 78°05′08.41″E

D 30°21′42.46″N 78°05′08.83″E

E 30°21′40.04″N 78°05′08.00″E



Conceptual Plan

3


Figure 2: Geographical coordinates of Project Site

4.0 SURROUNDINGS AND CONNECTIVITY OF PROJECT SITE

Project area is surrounded by IT park, offices, commercial complexes and residential colonies. No forest

area exists within 1 km of project site. No notified eco-sensitive zone exists within 10 km of project site.

Details of surroundings and connectivity of the project site are given in Table 2 & Figure 3. Google

maps showing location of project site & its surroundings within 500 m, 5 km & 10 km are attached as

Annexure III a, b & c respectively. Project site is accessible and is well connected via network of rail

and road. Road of 24 m width abuts the project site in East direction. Dhoran road is at distance of 46 m

in west direction from project site. Sahastradhara road is at distance of 400 m in East direction from the

site. 24 m road and Dhroan road connects the project site to Sahstradhara road which ultimately connects

to the Rajpur road at 4.5 km in South direction. Nearest Railway Station is Dehradun Railway Station

which is at distance of 6.7 km in South-West direction from the site. Jolly Grant Airport (Dehradun

Airport) is at distance of approx. 21 km in South direction.



Conceptual Plan

4


Figure 3: Connectivity Map of Project Site



Conceptual Plan

5


Table 2: Surroundings and Connectivity of Project site

S. No. Category Distance and Direction

1. Nearby Residential Areas GovindVihar (0.70 km,ESE)

Rajeshwar Nagar Phase-1(0.60 km, SW)

2. Nearest City Dehradun (7km,SSW)

3. Nearest School Shemrock Public School (0.54km, SE)

Sidharath Group of Institutes (1km, SSE)

Nasa Kids Dehradun (950 m, E)

Scholars Home School (1.3 km, W)

4. Nearest Hospital Military hospital, Dehradun, GarhiCantt,(4.5km,W)

5. Nearest Road 24 m road (abuts site, E)

Dhoran Road (46 m,W)

Sahastradhara Road (0.4 km, E)

6. Nearest Railway Station Dehradun Railway Station (6.7 km, SSW)

7. Nearest Airport Jolly Grant airport ( 21.14 km, SSE)

8. Water Bodies Tons River (3.0 km, W)

Bhindal Rao River (2.3 km, W)

Rispana Rao River (1.0 km, W)

Nun River (7.0 km, W)

Song River (4.0 km, SE)

Bandal River (2.0 km, E)

9. Forests Malsi Reserved forest (1.8 km, W)

Thano Forest Range (1.2 km, E)

Raipur Forest Range (3.0 km, N)

10. Notified Eco-sensitive zone Rajaji National Park (11 km, S)

11. Nearest Defense Installation Dehradun/Garhi Cantonment Area (2.9 km, W)

12. Nearest Archaeological Site Kalinga Samarak, Karanpur (3.3 km, SSW)

5.0 PROJECT COST

Total development cost of the project is estimated to be INR 81.630 Crore.

6.0 AREA STATEMENT

Total plot area for development of the hotel is 8094 m2 (2 acre). Built-up area after development of the

project site is 28006.62 sq m. Project development involves development of hotel building

(2B+LG+UG+5) involving development of assembly areas, retail, office/meeting space, food & beverage

areas, guest rooms and service apartment. Summary of area under proposed development is given in

Table 3 below. Floor wise area details are given in Table 4. Site plan for the project is attached as

Annexure IV.



Conceptual Plan

6


Table 3: Area details of the site

S.No. Particulars Area (m2)

1. Plot Area 8,094.00

2. Permissible Ground Coverage (@35% of PA) 2,832.90

3. Proposed Ground Coverage (@34.23% ) 2,770.21

4. Permissible FAR (@ 2.10 of plot area) 16,997.40

5. Proposed FAR (@ 1.98 of plot area) 16,034.78

6. Non-FAR area 3,720.39

7. Basement area

Basement-1

Basement -2

8,224.75

4,180.27

4,044.48

8. Guard Room + Meter room area 27.00

9. Built up area (5+6+7+8) 28,006.62

10. Open area 5,323.79

11. Landscape area (27% of Plot area) 2191.63

12. Maximum Height of the building 25.50 m

Table4: Floor wise area details (FAR details)

Floors Assembly halls/F

& B

Area/Office/Retail

(sqm)

Service

Apartments

(sqm)

Hotel

(sqm)

Total

(sqm)

Lower Ground Floor 2,738.816 -- -- 2,738.816

Upper Ground Floor 2,763.138 -- -- 2,763.138

Mezzanine/Service Floor -- 923.489 -- 923.489

1st floor -- 1,362.174 1,040.160 2,402.334

2nd floor -- 1,362.174 1,040.160 2,402.334

3rd floor -- 1,362.174 1,040.160 2,402.334

4th floor -- 1,362.174 1,040.160 2,402.334

Total 5,501.954 6,372.185 4,160.64 16,034.779

7.0 ESTIMATED POPULATION


The total estimated population during construction phase is estimated to be approx. 100-150 persons

including workmen, labour, supervisors, engineers, architect and manager.

During Operation Phase

Population estimations for the project site are made and it is found that the total population of the project

site is expected to be 1792 including guests, staff and visitors. Population details are given in Table 5

below.



Conceptual Plan

7


Table 5: Population details S.No. Description Floor area

(m2)/Rooms

Occupant Load, Floor Area in

m2/Person or Person/room

Population


1. Population (Staff + Visitors) 305 1 person/ 10 m2 31

A Visitors - @80% of population 25

B Staff - @20% of population 6

Assembly Halls/Retail and Food & Beverages Area

2. Population (Staff + Visitors) 1915.4 1 person/ 1.5 m2 1277

A Visitors @80% of population - @80% of population 1022

B Staff @20% of population - @20% of population 255

Hotel

3 Population (Guests & Staff) -- -- 172

A Hotel Rooms (Guest) 88 1.5person per room 132

B Staff - @30% of guest population 40

Service Apartment

4 Population (Guests & Staff) -- -- 312

A Hotel Rooms (Guest) 130 2 person/apartment 260

B Staff -- @20% of guest population 52

Total population at site

(1+2+3+4)

- - 1,792

8.0 WATER REQUIREMENT

During construction phase water supply will be taken from CSTP located within IIE Sahastradhara Road

IIT Park. During operation phase, source of water supply will be provided by SIIDCUL. In case water

supply is not available at the time of completion of construction, groundwater may be used after taking

prior permission from CGWA. Total water requirement for the proposed project is estimated to be

approx. 315 KLD out of which domestic water requirement is 214 KLD. Fresh water requirement for the

project is approx. 160 KLD. Daily water requirement calculation & sewage generation for project are

given below in Table 6 & 7.Water balance diagram for project during Rainy and Non-Rainy season are

given in Figure 4 & 5 below.

Table 6: Calculation for Daily Water Demand Category Population/

Area (m2)

Water Req./Capita

(liters)

Water Req.

(KLD)

Fresh

Water

(KLD)

Recycled

Water

(KLD)

1. Official purpose including meeting room

Visitors 25 15 0.5 0.3 0.2

Staff 6 45 0.5 0.3 0.2

2. Assembly and Food & Beverages

Staff 255 45 11.5 8.0 3.5

Visitors 1022 70 71.5 50 21.5

2. Hotel & Service

Apartment

Hotel room (Guest) 392 320 126 88 38

Staff 92 45 4 3 1

Domestic water requirement 214 150 64

Swimming Pool -- -- 5 5 0

Filter Backwash (FB) -- -- 5 5 0



Conceptual Plan

8


Green area 2191.63 m2 3 l/day/ m

2 7 0 7

Car & Road washing 2 0 2

HVAC

(24 hours)

325 Tr @10.5 l/Tr/hr 82 0 82

Total water requirement 315 160 155

Table 7: Wastewater calculation Particular Quantity (KLD)

Sewage Generated (80% fresh water for domestic use +

100% flushing water)

194

Capacity of STP 230

Recovered Water

Flushing

Landscaping

Road Washing

HVAC Cooling

155

64

7

2

82

Figure 4: Water Balance During Dry Season

TOTAL WATER

REQUIREMENT

315 KLD

559 KLD



160 KLD

FLUSHING

64 KLD LANDSCAPING

7 KLD

SEWAGE 194 KLD

STP-230 KLD (@ 80%

efficiency)

SIIDCUL

SUPPLY/GROUND

WATER

160 KLD

155 KLD

100%

ROAD WASHING

2 KLD

CONSUMPTION

150 KLD FB

5 KLD

POOL

5 KLD

100% 100% 80%

HVAC

82 KLD



Conceptual Plan

9


Figure 5: Water balance during Monsoon season

9.0 SEWAGE GENERATION AND TREATMENT


The quantity of sewage generation during the construction phase will be approx. 5 KLD. Sewage will be

disposed-off through small septic tanks and soak pits.

During Operational Phase

Quantity of sewage generated during operational phase will be app. 194 KLD. Sewage will be treated

through sewage treatment plant of capacity 230 KLD. STP will be provided with MBBR technology. The

treated sewage will be completely re-used for flushing (64 KLD), road washing (2 KLD), HVAC cooling

(82 KLD) and greenbelt development (7 KLD). Only 7 KLD treated water will be excess during monsoon

season which may be given to nearby construction sites or discharged into sewer. Dual plumbing plan is

attached as Annexure V.

TOTAL WATER

REQUIREMENT

315 KLD

559 KLD



160 KLD

FLUSHING

64 KLD LANDSCAPING

0 KLD

SEWAGE 194 KLD

STP-230 KLD (@ 80%

efficiency)

SIIDCUL

SUPPLY/GROUND

WATER

160 KLD

148 KLD

100%

ROAD WASHING

2 KLD

CONSUMPTION

150 KLD FB

5 KLD

POOL

5 KLD

100% 100% 80%

HVAC

82 KLD

Sewer/Nearby Construction

Sites- 7 KLD



Conceptual Plan

10


Sewage Treatment Technology

An external sewage network will collect the sewage from all units, and flow by gravity to the sewage

treatment plant. Following are the benefits of providing the Sewage Treatment Plant in the present

circumstances:

Reduced net daily water requirements, source for Horticultural purposes by utilization of the

treated Wastewater.

Reduced dependence on the public utilities for water supply and sewerage systems.

Sludge generated from the Sewage Treatment Plant will be rich in organic content and an

excellent fertilizer for horticultural purposes.

Characteristics of sewage generated and treated water from STP is given below.

Characteristics of Sewage

Daily load 194 KLD

Duration of flow to STP 24 hours

Temperature Maximum 32oC

pH 6.5 -8.5

Color Mild

T.S.S. (mg/l) 300-400 mg/l

BOD5 (mg/l) 250-350 mg/l

COD (mg/l) 600-800 mg/l

Oil & Grease Up to 50 mg/l

Final discharge characteristics

(a) pH : 6.5 to 8.5

(b) B.O.D. : <10 mg/l

(c) C.O.D. : <60 mg/l

(d) Total Suspended Solids : <20 mg/l

Moving bed bio-film reactor technology is based on the principle of attached growth process. Raw

sewage will be collected under gravity into the equalization tank after allowing to pass through the bar

screen. Screens will be provided in screen chambers and it will be manually cleaned by going down to

a platform. The bar screen, by removing coarse solids from the sewage help in protecting the raw

sewage pump.

Fully submersible centrifugal non-clog sewage handling pump will be provided in the collection cum

equalization tank to pump the collected Sludge to the next MBBR tanks. Automatic level controller

will be provided in the tank to turn the pump off at the low water level in the tank and to start the pump

when water level is high automatically. Air will be introduced in this tank to prevent any potential foul

smell problem & to provide the mixing of wastewater to avoid the sedimentation of solids in this tank.

Air Grid used for aeration purpose will be non-clog.



Conceptual Plan

11


The sewage collected in equalization tank is pumped the moving bed bioreactor. There will be two

nos. of bioreactors in series for the efficient working and removal of BODs for the required retention

time. The process inside the moving bed bioreactors consists of adding small cylindrical-shaped

polyethylene/polypropylene carrier elements in aerated basins to support bio-film growth. The small

cylinders are provided with a cross inside the cylinder and longitudinal fins on the outside. The bio-

film carriers are maintained in the reactor by the use of a perforated plate with appropriate slot at the

tank outlet. Air agitation or mixers are applied in a manner to continuously circulate the packing. The

packing may fill 25 to 50 percent of the tank volume. Specific surface area of the packing is about 450-

500m2/m

3 of bulk packing volume. The sludge from first bioreactor flows by gravity through the

perforated plate/mesh to the next bioreactor kept in series. Inside the bioreactors, aerobic bacteria grow

in an attached growth from around the moving plastic media inside the reactors. The bacteria have to

reduce BOD & COD of Sludge in the presence of oxygen provided through the air grids located at the

bottom of the reactors. The Process does not require any return activated sludge flow or backwashing.

From the bio-reactors, the effluent passes by gravity into the clarifier (Tube Settling Tank). Clarifier

will be a hopper bottom sedimentation tank provided with appropriate size PVC tube deck media. The

suspended solids will settle at the bottom of the tank & clear supernatant will overflow to filter feed

tank through outlet launder. The collected sludge at bottom will be transferred through pumps to

sludge holding tank.

The clear supernatant after clarifier will be collected in to filter feed tank. This tank will act as housing

tank for filter feed pumps. The clarified & dis-infected water will be then fed to filtration unit.

Filtration unit consisting of Dual Media sand filter, activated carbon filter and ultra-filtration system

(optional) will remove the residual impurities such as odor/color, suspended solids, BOD/COD. The

treated water after the filtration unit will be collected in Irrigation cum Flushing water storage tank

from where it is transferred to flushing water tank at terrace & Irrigation System.

Excess sludge from the bottom of the settling tank will be removed and transferred to sludge holding

tank. Air grid will be provided in this tank to avoid conversion into anaerobic conditions, thickening of

sludge and keep sludge in homogenous condition. The digested & thickened sludge will be further

thickened through Sludge Dewatering System (Filter press with screw pump) and disposed-off

periodically through closed tanker or can be reused as manure.



Conceptual Plan

12


Figure 6: Schematic Diagram of MBBR STP

10.0 STORM WATER MANAGEMENT SYSTEM

Storm water drainage system will be provided at project site for channelizing storm water and

prevents local flooding. Covered storm water drains will be provided at the site for carrying

the storm water. Storm water from site will be collected and recharged to ground through

RWH pits. RWH pits are designed for peak hourly rainfall for Dehradun, i.e. 10.1 cm. Project

site lies in the Raipur block. Ground water level in project area is >15 m bgl. Hydrologically

water bearing formation in the project area is Doon gravel and is alluvium in nature. These are

good yielding aquifers with transmissivity of 300-8000 sqm/day. Potential for ground water

recharge is good in area as Doon gravels are highly porous and have significant permeability.

Stage of ground water develop in the block is 61.71% and falls under safe category as per

CGWB assessment in 2007. Project site lies in safe zone but recharging of storm water will

help in flooding during monsoon and also replenishing the ground water aquifers. Available

run-off from site is given in Table 8. Calculations for rain water harvesting pits are given

below in Table 9. Layout plan showing location of RWH pits is attached as Annexure VI.

Schematic diagram of RWH pit is attached as Annexure VII.



Conceptual Plan

13


Table 8: Available Run-off from Site

S. No. Catchment Area (sq m) Run-off

Coefficient

Average

Annual

Rainfall

(mm)

Available

Annual

Run-off

(cum)

1. Roof top 2,770.21 0.9 2187 5452.6

2. Hard green 1,512.93 0.6 2187 1985.3

3. Soft green 6,78.70 0.2 2187 296.9

4. Paved Areas 4,645.09 0.7 2187 7111.2

Total Run-off 14845.9

Table 9: Calculation for Designing RWH Pits

S. No. Catchment Area (m2) Run-off

Coefficient

Peak

Hourly

Rainfall

(m)

Available

Annual

Run-off

(cum)

1. Roof top 2,770.21 0.9 0.101 251.8

2. Hard green 1512.93 0.6 0.101 91.7

3. Soft green 6,78.70 0.2 0.101 13.7

4. Paved Areas 4,645.09 0.7 0.101 328.4

Total Run-off 685.6

Retention Time 15 min

Available Run-off in 15 min 171.4

Size of RWH Pit (dia-4 m, depth 6 m) 75.36

Size of de-silting chambers (2X2X3) 12

Capacity of recharge unit 87.36

Nos. of RWH Pit Required 1.9

Nos. of Pits proposed 2

11.0 PARKING DETAILS

Adequate provision will be made for car/vehicle parking at the project site. Parking is proposed to be

provided in basements and lower ground floor. The parking requirement and parking provided are

summarized in the Table 10 & 11 below. Total parking provided is 514 ECS against the parking

requirement of 425 ECS as per SIIDCUL/SIDA bye laws. Car parking and traffic circulation plans are

attached as Annexure VIII a, b & c

Table 10: Parking Required

Parking Required Standard FAR (sq

m)/Rooms

Total (ECS)

MoEF&CC Norms

For hotel rooms 1 ECS/8 guest

rooms

88 Rooms 11

For official areas 1 ECS/200 sq m 305 sq m 2



Conceptual Plan

14


For assembly area and F & B area 1 ECS/400 sq m

of plot area

5501.954 sq m 14

Total Parking Required as per

MoEF&CC Norms

-- -- 27

As per SIIDCUL/SIDA Norms

For Hotel Project 2.5 ECS/100 m2

of Permissible

FAR area

16997.4 sq m 425

Total Parking Required (ECS) 425

Table 11: Parking Proposed

Description Total Area

(sq m)

Area/ECS (sq

m)

Parking Area

(m2)

Parking Proposed

( ECS)

In Basement I (Mechanical

Parking)

4,180.27 16* 3,788.488 236

In Basement II (Mechanical

Parking)

4,044.48 16* 3,689.190 230

Lower Ground Floor

(Mechanical Parking)

2,738.816 16* 779.090 48

Total Parking Proposed

(ECS)

-- -- -- 514

*16 sq m as it is mechanical parking (16 = 32/2)

12.0 POWER DETAILS AND BACK UP

Power requirement for the project is approx.911 kVA. 2 nos. transformers of 750 kVA each will be

provided at the site. Source of power will be UPCL.2 nos. D.G. sets of total capacity 1330 kVA (1 X

1010 + 1 X 320 kVA) will be provided for power back up. These sets will be operated through an ‘Auto

start, auto load management and auto stop PLC panel and be able to take care of the part load conditions

depending upon the occupancy and ambient conditions. The DG sets will be located at service yard

outside the building. DG sets are provided with the acoustic enclosures and are open to air. Stacks will be

provided with DG sets so as emissions can be discharged at app. 5 m above the terrace level as per CPCB

norms.

13.0 SOLID WASTE GENERATION AND MANAGEMENT

Solid waste would be generated both during construction as well as during operation phase. Management

plans are prepared for both the phases and are given below


Solid waste expected to be generated during construction phase will comprise of excavated materials,

used bags, bricks, concrete, MS rods, tiles, wood etc. App. 30-40 kg of waste will be generated during

construction phase. Solid waste management plan for construction phase is given in Table 12 below.



Conceptual Plan

15


Table 12: Solid Waste Management during Construction Phase

S. No. Solid waste Solid waste Management

1. Waste materials like MS

Rods, bricks, concrete, broken

tiles, wood pieces, cement

bags etc.

Material would be segregated into recyclable, reusable and

rejected fractions at the site itself. Recyclable material will

be sold to authorize dealers. Re-usable material will be

stored within project site re-use. Remaining rejects will be

sent for disposal through government authorized vendors

at designated locations.

2. Excavated Soil

Soil will be excavated for development of basements and

foundations of the building. Top soil will be separated and

stored in covered condition at the site for landscaping

purpose. Excavated soil can be used within the site for

filling and leveling purpose. Remaining excavated soil, if

any can be disposed off through government authorized

vendors.

3. Domestic Waste generated by

labour

Majorly local labour will be hired for construction phase

thus there will be no or minimum labour hutments.

Accordingly domestic waste generation by labour at site

will be insignificant. Domestic waste generated (if any)

will be disposed off through local agencies in the area

During Operational Phase

Waste to be generated during operation phase will be majorly municipal waste. Apart from municipal

waste insignificant quantity of e-waste and used oil from DG sets will be generated. Used oil from DG

sets will be disposed off through authorized vendors as per Hazardous & Other Waste Rules, 2016.

Estimations are made to calculate the municipal waste to be generated from the project site and the

calculations are given in Table 13 below. As per the estimations, approx. 564 kg per day (@ 0.15 kg per

capita per day for the visitor, 0.5 kg per capita per day for guests of hotel/service apartment, 0.25 kg per

capita per day for the staff members and visitors of assembly and F&B area and 0.2 kg/acres/day are

considered for landscape wastes) will be generated from project site. Solid waste management during

operation phase is given in Table 13 & Table 14 below.

Table 13: Estimated Waste Generated

S.No. Category Population/Area

(acres)

Waste

generation

(p/kg/day)

Waste Generated

(kg/day)


1. Visitors 25 0.15 4

2. Staff 6 0.25 1.5

Assembly and Food & Beverages

3. Visitors 1022 0.25 255.5

4. Staff 255 0.25 64

Hotel Premises & Service Apartment

5. Guest 392 0.5 196



Conceptual Plan

16


6. Staff 92 0.25 23

Total Domestic Waste (1-3) 544

7. Landscape waste 0.54 Acre @ 0.2

kg/acre/day

0.1

8. STP Sludge -- -- 20

Total Waste generated (1-4) 564.1 kg/day

~564 kg/day

Table 14: Composition of Waste

S. No Type of Waste Quantity of Waste

(Kg/day)

1. Bio-degradable (60% of Total Waste) 338

2. Recyclable (30% of Total Waste) 169

3. Inert-Waste (10% of Total Waste) 57

Solid Waste Management Plan-Operation Phase

Collection and Segregation of waste

1. A waste storage area for municipal waste with 2 days storage along with OWC area will be

provided at the site for temporary collection and storage of waste

2. This waste will be collected on daily basis from site by local vendors in the area for disposal

to designated locations in area for waste disposal

3. Three color bins (blue, green and grey) will be provided for recyclable, compostable and non-

recyclable/inert fraction of waste for onsite segregation of waste at each floors, restraints,

banquets, waste storage room

4. A waste storage room will also be provided for e-waste to be generated from site

5. Used oil from DG sets will be stored in HDPE drums and will be placed at isolated location

Treatment & Disposal of waste



STP sludge will be stabilized and is proposed to be used for horticultural purposes as

manure.








Conceptual Plan

17




management

Figure 8: Solid Waste Management Scheme -Domestic Waste

14.0 GREEN AREA

Total area measuring 2191.63 sq m i.e. 27 % of the total plot area is proposed to be put under green cover.

Evergreen trees, ornamental trees, ornamental shrubs are proposed to be planted in green area. Only

native species and some ornamental species with less water requirement will be planted within the site.

Proper aftercare and monitoring of developed green belt will be done. Details of green area are given in

Table 15. Landscape plan is attached as Annexure IX. Green area will be developed as per CPCB

guideline on Green belt, 2000 and urban standard plantation norms.

Table 15: Details of Green Area

Particulars Details

Green Area (@18.6% of plot area) 2191.63 sq m

Soft Green Area (@8.4% of plot

area)

678.7 sq ,m

Hard Green Area 1512.93 sq m

As Per MoEF&CC Guidelines One tree per 80 m2 of total area out of which minimum 50 % to be

Solid waste

Non Compostable

Waste

Recyclable

Blue bins

to Govt. approved Vendor

Non-Recyclable

Dark Grey Bins

Local agencies in area

Compostable Waste

Green bins

Organic Waste

Composter

Manure for usage within

site



Conceptual Plan

18


in the category of evergreen trees.

Trees Required 8094 sq m/80= 101 Trees

Number of Trees Proposed To Be

Planted

101

Greenbelt Development Plan

All the developments are associated with the pollution of one or more environmental component. Plants

are the natural sink of that pollution. Plants help in abatement of the pollution and restore the degraded

environment. Green belt lowers down the air pollution by providing a surface to settle down or by

absorbing the pollutants, attenuate noise level and uses the waste water. Phyto-remediation is one of the

most successful available technologies of restoring the degraded environment. Green cover will comprise

of peripheral green belt, terrace garden, small lawns and planters. Green belt will be proper maintained

and monitored. Species which can be planted at the site is given in Table 16.

Table 16: Species of Trees, Shrubs and herbs

S. No. Scientific Name Common name

1. Cassia fistula Linn. Indian Laburnum

2. Azadirachtaindica A. Juss. Indian Lilac

3. Saraca indica Ashoka Tree

4. Plumbera rubra Firangipani

5. Albizialebbeck (Benth) Black Siris Tree

6. Delonixregia Flame Boyant

7. Bauhinia purpurea Linn. Butterfly Tree

8. Callistemon sp. Bottlebrush

9. Salix babylonica Weeping Willow

10. Alstonia scholaris Devils Tree

11. Bauhinia varigata Kachnar

12. Nerium indicum Kaner

13. Anthocephalus cadamba Cadamba

14. Jasminum sambac Jasmine

15. Duranta repens Duranta

16. Bougainvillea glabra Bougainvillea

17. Bougainvillea sp. Bougainvillea

18. Sansevieria trifasciata Snake Plant

19. Ranunculus sp. Butter cups

15.0 CONSTRUCTION MATERIAL

Material for the construction can be sourced from Dehradun and local areas within 50-60 km of site.

Detail of different type of construction material with their U values is given in Table 17. List of

machinery which may be used for construction is given in section below.



Conceptual Plan

19


Table 17: construction Material with their U- Values

Type of Construction U values (in W/m2deg C)

Walls:

Brick:


Solid Un plastered 2.67


Concrete, Ordinary, Dense:

-152mm 3.58

-203mm 3.18

Concrete block:


Hollow Concrete block, 220mm, single skin, outside rendered, inside plastered:


Roofs Flat

Reinforced concrete slab, 100mm, scered 63-12

mm, 3 layers bituminous felt

3.35

Floors:

Concrete on ground or hardcore fill 1.13

+ Grano, Terrazze or tile finish 1.13

+ Wood block finish 0.85

Exposure South Sheltered:

Single glazing 3.97

Double glazing 6 mm space 2.67

List of Machinery Used during construction Phase

Dumper

Concrete mixer with hopper

Excavator

Concrete Batching Plant

Cranes

Road roller

Bulldozer

Tower Cranes

Hoist

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