located at raipur on khasra no. - 773. 774/1, 941, 942...

Ref No. AP/ EIA/CCR/MOEFCC/01/17-18 -318

Date:01.09.2017

To,The Member Secretary,EAC(For Violation Cases)Ministry of Environment, Forest & Climate ChangeIndira Paryavaran BhawanJor Bagh Road,New Delhi-ll0003

Subject: - Submission of application for Environment Clearance for project City Centre,located at Raipur on Khasra No. - 773. 774/1, 941, 942, Pawari Halka No. 109 at Village -Saddu, Tehsil - Raipur, District - Raipur (C.G.), Chhattisgarh. By M/s Ambuja RealtyDevelopment Ltd under the provision of Central Government, Gazette Notification dated14, March, 2017

Dear Sir,

With reference to the above mentioned subject, we are herewith submitting the Form1,

Form1A, Conceptual plan and necessary Annexure.

The Stepwise events that have occurred are summarized below:-

1. In the year 2006, Ramky Infra Consulting Pvt. Ltd had been appointed for conducting

Environmental Impact Assessment to obtain the necessary Environmenta I clearance

of the project from Ministry of Environment & Forest, Delhi.

2. The application was filed to the Ministry of Environment & Forest, Delhi on

31.12.2007 vide letter No. ARDL/PS/F.1 dated 24.12.2007

3. A Technical presentation before Environmental Impact Assessment committee (EIAC)

had taken place on 03.05.2008.

4. A letter had been issued by State Expert Appraisal Committee of Chhattisgarh

informing the formation of State Level committee at Chhattisgarh and the

application for Environmental Clearance is under the Ministry of Environment &Forest, the case will be considered by the State Level Committee only after the

receipt of the file from Ministry only.

5. The State Expert Appraisal Committee of Chhattisgarh vide their letter No.

123/SEIAA-CG/EC/Bldg const const. RYP/7 /08 dt. 18.07.2008 informed that the

original application filed from Ministry of Environment & forest has not reached

them till now and therefore requested to submit fresh Application to State Expert

Appraisal Committee of Chhattisgarh.

6. Building plan was initially sanctioned .bv Raipur Nagar Nigam on 07.10.2007 and

revised on 09.07.2008. the building plan was finally sanctioned on 20.10.2010

Ambuja Realty Development Ltd.Reg O11lce' Ecospace Business Park I Block 4B 16th Floor I Premises No. IIF/11 IAction Area III New Town I Kolkata 700160P +91 3340406060 I f +91 3340406161 I W www.ambujaneotia.comGIN: U45201WB2005PLG105860

REALTY I HOSPITALITY HEALTHCARE EDUCATION

Project Report

“City Center” a Commercial Complex At

Khasra Ni 773. 774/1, 941 , 942, Pawari Halka No. 109 at Village – Saddu, Vidhan Sabha Road ; Mowa; Tehsil _ Raipur Dist ; Raipur-

492007; Chhattisgarh

AMBUJA REALTY DEVELOPMENT LIMITED.

“Registered office”

“ECOSPACE BUSINESS PARK” Block-3A, 6th floor,

Premises No. IIF/11, Action Area – II Rajarhat, Newtown, Kolkata - 700156

Prepared by YES Enviro Solutions G-256 2nd floor Sector-63 Noida

Ambuja eotia7. A fresh Work order was Issued to M/S Center For Sustainable Development, vide

Work Order No. CCR/S/020 dt.18.10.2010 preparing the report to obtain the•Clearance from the State environmental Impact Assessment Authority ,

Chhattisga rh.

8. The State Expert Appraisal Authority & Committee at Chhattisgarh was dissolved by

December, 2010 and not formed till March 2011.

9. The State Expert Appraisal Authority & Committee at Chhattisgarh had been formed

in the month of September 2011.

10. The application (Form-I, Form -IA and Conceptual Plan) for Environment Clearance

was immediately submitted on 20/09/2011.

11. The case was discussed in the 74th meeting of SEAC, Chhattisgarh held on

29/09/2011. Committee then decided to ask the project proponent to su bmit some

information / documents. Project proponent was informed vide letter dated

24/10/2011. Project proponent submitted the information/documents vide letter

dated 26/11/2011.

12. The case was considered in the zs" meeting of SEAC, Chhattisgarh held on

11/01/2012. Committee then decided to ask project proponent to present the case

with all relevant information / documents.

13. Project proponent presented the case in 80th meeting of SEAC, Chhattisgarh held on

31/01/2012.

14. A letter No. 163/SEAC-CG/EC/Contru/RYP/268 dt. 08.02.2012 was issued by theChhattisgarh State Expert Appraisal Committee for submitting certain technical

clarifications.

15. Reply on query after technical presentation has been submitted to CG SEAC on

09.05.12.

16. A letter No. 129/ SEAC-CG/EC/Contru/RYP/268 dt.21.08.2012 was issued by the

State Level Committee for submitting valid permission of construction from

Municipal Authority . Valid Sanctioned plan was submitted to the State Level

Committee Vide letter No. AP/ CCR/EIA/03/12 dt. 31.08.2012.

17. A letter No. 402/SEAC-CG/EC/Contru /RYP/268 dt. 01.02.2013 from State Level

Committee was issued mentioning violation of Environmental Protection Act by

ARDL referring notification dated 12.12.2012 of Ministry of Environment & Forest on

steps to be taken against such violation and also directing to submit a board of

resolution of ARDL with () commitment to obey the Environment Protection Act,

1986 and the violation will not be repetitive and also that after submission of such

board resolution only the process will be forwarded for next step to issue the

clearance.

18. In view of the act and circumstances of Environmental Clearance of this project the

desired Board Resolution was submitted to State Environmental Impact Assessment

Committee Chhattisgarh on 12.03.2013 . A Notarized copy of Board of Resolution

submitted to State Expert Appraisal Committee Chhattisgarh on 21.03.2013.

Ambuja Realty Development Ltd.fteao Offh.! Ecospace Business Park I Block 4B 16th Floor I Premises No. IIF/11 I Action Area III New Town I Kolkata 700160P +91 3340406060 I F +91 3340406161 I W www.ambujaneotia.comCIN : U45201WB2005PLC105860

FEALTY I HOSPITALITY I HEALTHCARE EDUCATION

Ambuja19. SEIAA,Chhattisgarh perused the proposal/information/documents submitted by the

project proponent in its zs" meeting held on 15/03/2013. After delibe ration, theSEIAA, Chhattisgarh unanimously accepted the recommendation of SEAC,Chhattisgarh and decided to recommend for initiating legal action against projectproponent under section 19 of Environment (Protection) Act, 1986 for the violationof the provisions of EIA Notification, 2006, as construction has been started withoutobtaining environmental clearance as per provisions of EIA notification, 2006. StateGovernment was requested vide letter dated 26/04/3013 for the same. RegionalOfficer, Chhattisgarh Environment Conservation Board informed vide letter dated24/09/2013 that court case under relevant provisions of the Environment(Protection) Act, 1986, the Water (Prevention and Control of Pollution) Act, 1974 andthe 21 of the Air (Prevention and Control of Pollution) Act, 1981 has been filed on05/09/2013 against the project proponent.

20. The case was considered in the 114th meeting of SEAC, Chhattisgarh held on09/10/2013. Committee perused the information / documents submitted by projectproponent and action taken against the project proponent. After deliberation, asthe project proponent started construction activities without obtainingEnvironmental Clearance, Committee unanimously decided to recommend actionagainst project proponent as per office memorandum No. J-11013/41/2006-IAII(I)dated 12/12/2012 and 27/06/2013 issued by Ministry of Environment & Forests,Government of India. The case will be considered further after taking actions as permemorandum mentioned above.

21. SEIAA,Chhattisgarh perused the application submitted by the project proponent andminutes of the meeting of SEAC, Chhattisgarh in the 31st meeting held on16/11/2013. After deliberation, SEIAA,Chhattisgarh unanimously decided that sincelegal action has already been initiated against the proponent and as such it is of theview that SEAC, Chhattisgarh should apprise the proposed on merit basis afterfulfilling the criteria laid down in the OM at 12/12/2012 and 27/06/2013 and sendthe recommendation to SEIAA,Chhattisgarh.

22. Regional Officer, Chhattisgarh Environment Conservation Board, Raipur hasinformed vide letter daL(~ 24/09/2013 that case has been filed against projectproponent in the court of CJM, Raipur on 05/09/2013 Project proponent hassubmitted formal resolution of Board of Directors to ensure that violations will notbe repeated vide letter dilled 21/03/2013.

23. The case was considered in 125th meeting of SEAC, Chhattisgarh held on10/01/2014. Committee pursued the documents and decided to ask the projectproponent to submit following information:-

• Permission of the Central Ground Water Board for withdrawal of ground water.

• Project proponent was intimated accordingly vide letter Number 1611/SEAC-CG/EC/Contru/RYP/268 dt. 13.03.2014.

Ambuja Realty Development Ltd." OnIC Ecospace Business Park I Block 4B 161h Floor I Premises No. IIF/11 IAction Area III New Town I Kolkata 700160

P +91 33 4,()406060 I F +91 3340406161 I W www.ambujaneotia.comCIN : U45201WB2005PLC105860

REALTY I HOSPITALITY I HEALTHCARE EDUCATION

AmbujaNeotia24. The case was considered in the 157 til meeting of SEAC, Chhattlsgarn held on

08/07/2015. Committee then decided to ask project proponent to present the case

with all relevant information / documents. Project proponent submitted

confirmation regarding usage of municipal supplied water at the project vide letter

No. AP/CCR/EIA/04/13-14 - 82 dt.09.07.2014.

25. Project Proponent was intimated vide letter No. 2223/SEAC-CG/EC/RAIPUR/267 dt.

27.07.2015 for technical presentation in 1581h meeting of SEAC Chhattisgarh to be

held on 30.07.2015.

26. Project proponent was intimated for submitting document review fees vide letter

No. 2176/SEAC-CG/EC/RAIPUR/267 dt. 09.07.2015

27. Project proponent presented their project in the 158 th meeting of SEAC,

Chhattisgarh held on 30/07/2015. Project proponent submitted the Fees of Rs.

1,00,000.00 towards the document review fees on 30.07.2015 by Bank Draft vide

letter reference Number AP/CCR/EIA/08/15-16 -207 and Building completion

certificate submitted to SEAC Chhattisgarh as instructed by the com mittee on

03.08.2015.28. Committee unanimously decided to issue the environmental clearance and

accordingly the case was forwarded to the SEIAA, Chhattisgarh.

29. As per the 160th minutes of meeting of SEAC Chhattisgarh on 30.7.2015, the

committee has decided to take a status report regarding court case matter. After

that the matter will proceed.

30. The SEAC asked the proponent for re-submission of all the above documents vide

their letter 929/SEAC.CG/Building & Construction project/267 New Raipur on

12.09.2016

31. A complete set of documents were re-submitted vide their letter no

AP/CCR/EIA/08/16-17 /260 on 05.10.2016. to SEAC, Chhattisgarh

32. The Authority intimates tile proponent on 27.04.2017 to submit the application to

the MOEFCC under violation matter in view of the notification dated14.03.2017.

Looking forward to your kind consideration and needful in this regard.

Thanking you

Yours Sincerely,

For Mis Ambuja Realty Development Ltd.

~uDirector

Ambuja Realty Development ltd.Jd.OI1 :6 Ecospace Business Park I Block 4B 16th Floor I Premises No. IIF/11 IAction Area III New Town I Kolkata 700160

P +91 3340406060 I F +91 3340406161 I W www.ambujaneotia.comCIN : U45201WB2005PLC105860

REALTY I HOSPITALITY I HEALTHCARE EDUCATION

“City Centre” Commercial Complex

At Village-Saddu, Block &

Tehsil- Dharsiwa District-Raipur, Chhattisgarh

Form-I

YES Enviro Solutions 1

FORM- I

I) Basic Information

S.

No. Item Details

1. Name of the project/s Commercial Complex “City Centre” by

M/s AMBUJA REALTY DEVELOPMENT LTD.

2. S. No. in the schedule 8 (a): Building & Construction Project

3. Proposed

capacity/area/length/tonnage to

be handled/command area/lease

area/number of wells to be

drilled

Plot Area = 52,345.35sq.m (12.93acres) Road width= 2,235.13sq.m Net Planning Area= 50,110.22sq.m

shopping mall= 37,323.42sq.m Built Up area= 54831.88sq.m.

4. New/Expansion/Modernization Existing (Violation)

5. Existing Capacity/Area etc. Built Up area= 54831.88sq.m.

6. Category of Project i.e. „A‟ or

„B‟

Category A

7. Does it attract the general

condition? If yes, please specify.

NO

8. Does it attract the specific

condition? If yes, please specify.

Not Applicable

9. Location

Plot/Survey/Khasra No.

Village

Tehsil

District

State

Raipur on Khasra No- 773. 774/1, 941 , 942,

Pawari Halka No. 109

Mowa,

Raipur

Raipur (C.G.),

Chhattisgarh

10. Nearest railway station/airport

along with distance in kms.

Nearest Railway Station: Raipur Railway Station approx. 6.30 Km WSW

Nearest Airport: Swami Vivekanand Airport,

Raipur 11.30 Km SSE

(Source information:- Google earth pro).




Form-I


11. Nearest Town, city, District

Headquarters along with distance

in kms.

Naya Raipur- 15.09 Km, SE.

12. Village Panchayats, Zilla

Parishad, Municipal Corporation,

Local body (complete postal

addresses with telephone nos. to

be given)

Municipal Corporation, Raipur (C.G.)

Nagar Nigam Head Office, Near Mahila Police

Thana,Gandhi Udyan, Raipur (C.G.)

Phone No » 0771-2535780-2535790,

Fax » 0771-2227395 E-mail »

[email protected] | [email protected]

13. Name of applicant M/s AMBUJA REALTY DEVELOPMENT LTD

14. Registered Address “ECOSPACE BUSINESS PARK” Block-3A, 6th

floor, Premises No. IIF/11, Action Area – II

Rajarhat, Newtown, Kolkata - 700160

15. Address for correspondence :

Name

Designation

(Owner/Partner/CEO)

Address

Pin Code

Telephone No.

Fax No.

E-mail

Mr. Vikash Jaju

Director

“ECOSPACE BUSINESS PARK” Block-3A, 6th

floor, Premises No. IIF/11, Action Area – II

Rajarhat, Newtown, Kolkata - 700160

700160

9831809501

-03340406060

-03340406161

[email protected]

16. Details of Alternative Sites

examined, if any. Location of

these sites should be shown on a

toposheet.

NA

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,

Not Applicable




Form-I


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?

22. Whether there is any

Government Order/Policy

relevant/relating to the site?

MOEF Gazette notification dated-14-03-2017

related to violation cases.

23. Forest land involved (hectares) No

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.

Yes

Ld. CJM

(Pollution Case No. 4324 of 2013)

Pending

(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

increase in intensity of land

use (with respect to local land

use plan)

Yes Land use has been changed from barren grass land

to Commercial project. (Annexure-I)

1.2 Clearance of existing land,

vegetation and buildings?

No

The construction of project did not require any

clearance of existing Land, Vegetation &

Building.




Form-I


1.3 Creation of new land uses? Yes Land use has been changed from agriculture to

Commercial project (Annexure-I) .

1.4 Pre-construction investigations

e.g. bore houses, soil testing?

Yes Necessary soil testing of the project site for

assessment of bearing capacity of the soil has been

conducted. A copy of Soil Test Report enclosed as

Annexure-II.

1.5 Construction works?

Yes All construction activities were confined within the

project premises; there was no physical changes in

the topography.

1.6 Demolition works? No Land was vacant; hence no demolition works was

required.

1.7 Temporary sites used for

construction works or housing

of construction workers?

Yes All the construction activity including stocking of

raw materials was confined within the project site

only. The project site itself was used as partial

accommodation of the construction workers.

However, majority of the construction workers

came from different local areas. Sanitation

facilities were provided at site during construction

phase.

1.8 Above ground buildings,

structures or

Earthworks including linear

structures, cut and fill or

excavations.

Yes Excavation was carried out for foundation of

buildings and basements. The total excavated

quantity of earth material was approx. 91779.275

m3. The excavated soil was used in backfilling,

landscaping and other area development activities.

1.9 Underground works including

mining or tunneling?

No No underground works including mining/

tunneling was carried out except excavation of

earth.

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 commercial complex comprising of

shops, multiplex, restaurants etc.

1.14 Facilities for storage of goods

or materials?

Yes Separate raw material handling yard was made

inside the project site. Around 500 sq.m area was

provided for this stacking yard. Cement bags were

separately stored under cover in bales. Sand was

stacked neatly under tarpaulin cover. Bricks and

steel were laid in open. No construction materials

or waste was allowed to stacked outside the

periphery of project site.




Form-I


1.15 Facilities for treatment or

disposal of solid waste or liquid

effluents?

Yes Solid Waste:

The solid waste generated from the project

was/will be in the form of:

Construction Waste: Left over cement and

mortars, cement concrete blocks, aggregate, sand

and other inorganic material was recycled and

reused as granular subbase (GSB) layer of

pavement. Earth rendered surplus from the

excavation was utilized in the back filling of site

and landscaping.

Operational Phase:

Total solid waste generated in operation phase of

project is 1,220 kg/day out of which quantity of

the domestic waste is 1189 kg/day. Solid wastes

generated are segregated into biodegradable

(Kitchen waste and left over foods etc.) and

recyclable (papers, cartons, thermocol, plastics,

glass etc.) components are collected in separate

bins. The biodegradable organic wastes will be

treated inside the premises in future but presently

disposed off from site through Municipal

Corporation. Recyclable and non-recyclable

wastes are being disposed through Govt. approved

agency.

Liquid effluents:

During construction phase, sewage was treated and

disposed through septic tanks with soak pits. The

wastewater in operation phase is being treated up

to tertiary level in a STP of 250 KLD capacity and

the treated sewage is being reused for D.G.

cooling (20 KLD), horticulture (approx.58 KLD)

and HVAC (108KLD). Thus the project is zero

discharge, both in non rainy season and monsoon

season.

1.16 Facilities for long term housing

of operational workers?

Yes The project is commercial in nature. During the

operational stage, the employees and

visitors/spectators are coming for daily activities

only. Thus, no long term housing for the

operational workers is available.




Form-I


1.17 New road, rail or sea traffic

during construction or

operation?

No The project was developed utilizing the existing

transport routes around the site.

1.18 New road, rail, air waterborne

or other transport infrastructure

including new or altered routes

and stations, ports, airports etc?

No The site is well connected through the road

network. Vidhan Sabha Marg is just adjacent to

project site at 0.2 km, SSE direction from project

site. NH 6 is approx. 4.04 km (SSW) away from

the project site. The nearest railway station is

Raipur Railway station which is approx 6.30 km

(WSW) away from the project site. The nearest

Airport is Swami Vivekananda Airport, Raipur

which is 11.13 km in SSE direction.

So, none of new road, rail, air waterborne or other

transport infrastructure including new or altered

routes and stations, ports, airports etc is required.

1.19 Closure or diversion of

existing transport routes or

infrastructure leading to

changes in traffic movements?

No Since the site is adjacent to Vidhan Sabha Marg

which further connects the SH-10, there was no

need for diversion or closure of existing traffic

route observed.

1.20 New or diverted transmission

lines or pipelines?

No There are no new/diverted transmission lines or

pipelines around the project site.

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 proposed.

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 During construction phase, approx. 274 million

liters of water required was supplied by Raipur

Municipal Corporation During operation phase

water demand is being met by ground water as well

as Raipur Municipal Corporation. Ground water is

generally used in case of emergencies. Copy of

CGWA clearance is attached in Annexure-III

1.24 Changes in water bodies or the

land surface affecting drainage

or run-off?

No Runoff is increased due to increased paved surface.

However, increased runoff is managed by well-

designed rainwater collection system and storm

water management plan. Presently storm water is

stored in a tank from roof top, excess of which use

to discharge into the 3 pits located in the premises

Tank water used for horticulture purpose and other

purposes during non rainy days.

1.25 Transport of personnel or Yes During the construction phase, transportation of




Form-I


materials for construction,

operation or decommissioning?

personnel took place as local laborers were hired

out of which few use to stay at the site in

temporary hutments and other reached site from

local areas through public conveyance. However,

for the transportation of the material about 15-20

trucks used to reach at site. Parking space within

the project site for loading and unloading of

materials were provided.

Adequate parking space (638 Cars) is provided for

operational phase

1.26 Long-term dismantling or

decommissioning or restoration

works?

No The site was vacant land and the construction of

commercial project is over. Hence no Long term

dismantling or decommissioning or restoration

works was 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 Construction workers were temporarily staying at

the project site during the construction period. The

project does not provide any long term

accommodation for its employees/occupants.

Thus, no significant influx of people is envisaged.

1.29 Introduction of alien species? No The landscaping was carried out with mainly local

species like, Casia fistula (Amaltas), Azadirechta

indica etc.

1.30 Loss of native species or

genetic diversity?

No There was no loss of 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) Yes Land use has been changed from agriculture to

Commercial project. (Annexure-I)




Form-I


2.2 Water (expected source &

competing users) unit: KLD Yes Good practices for conservation of water during

construction phase were followed. During

construction phase, approx. 274 million liters of

water required was supplied by Raipur Municipal

Corporation. During operation phase water demand

is being met by ground water as well as Raipur

Municipal Corporation. Ground water is generally

used in case of emergencies

2.3 Minerals (MT) Yes Minerals such as sand and aggregates were

required during the construction phase.

2.4 Construction material – stone,

aggregates, sand / soil (expected

source – MT)

Yes Cement : 5504 MT

Sand : 11007 MT

Aggregate : 22014 MT

Steel : 19263 MT

Steel and cement were sourced from authorized

vendors. Sand & aggregate were sourced from

local material supplier.

2.5 Forests and timber (source – MT) Yes All the timbers were provided by selected

suppliers. However steel frames have been used to

minimize the use of timber.

2.6 Energy including electricity and

fuels (source, competing users)

Unit: fuel (MT), energy (MW)

Yes The total connected load is 2500kVA. The power

supply connection is taken up from Chhattisgarh

State Power Distribution Company Ltd. Power

backup for the project is through 3 number of DG

sets (i.e. 1×500+1x2000 kVA & 2000(stand by).

2.7 Any other natural resources (use

appropriate standard units) No NA.

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.

Information/Checklist confirmation

Yes/No


quantities/rates, wherever possible)

with source of information data

3.1 Use of substances or materials, which

are hazardous (as per MSIHC rules) to

human health or the environment (flora,

fauna, and water supplies)

Yes Diesel for DG sets is stored in drums at

earmarked locations. It shall also be

handled as per The Manufacture, Storage

and Import of Hazardous Chemical

Rules, 1989 and Material Safety Data

Sheet. However, the quantity stored is




Form-I


below the threshold limit specified under

the MSIHC rules.

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.) have been adopted in

both the construction and operational

phase such that there is no stagnation of

water or accumulation of waste. This

effectively restricts the reproduction and

growth of disease vectors.

3.3 Affect the welfare of people e.g. by

changing living conditions? Yes This project provided employment to

approx. 100 local labours in the

construction phase and approx 595 are

employed in the City Centre. Along with

this 792 persons were employed as office

staff. Thus, during the operational stage

of the project, about 1,387 direct

employments took place. Further

different ancillary facilities have come up

to cater the need of the occupants of the

complex. Thus, the living conditions as

well as economic profile of the people

living in surrounding areas is upgraded.

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




4.1 Spoil, overburden or mine wastes No During construction phase excavated top

soil was used for landscaping, rest of the

soil was given to municipal solid waste

collection department, rest of recycle

material was used within site and excess

sold to recyclers, whereas non recyclable

materials were handed to municipal




Form-I


corporation.

4.2 Municipal waste (domestic and or

commercial wastes) Yes The total municipal (domestic) solid

waste generated is approx.

1220 kg/day.

Biodegradable

waste

744.4 kg/day (Waste

vegetables, foods and

landscape etc.)

Recyclable

waste

356.7 kg/day (Papers,

cartons, thermocol,

plastics, glass etc.)

Inert waste 118.9kg/day

Total 1220 kg/day

4.3 Hazardous wastes (as per Hazardous

Waste Management Rules) Yes The hazardous wastes along with other

wastes in the project used are oil from

DG sets, which is classified as per The

Hazardous Waste Category 5.1 as per

The Hazardous Wastes (Management &

Handling) Rules, 1989.

Used oil from DG sets is being stored in

HDPE drums in isolated covered facility.

This used oil are sold to authorized

recyclers. Suitable cares are 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 About 20 kg/month of sewage sludge

generated from the STP plant are dried

and later used as manure for green belt

development.

4.7 Construction or demolition wastes Yes No demolition activity was involved as

there was no existing structure within

project site. However, during the

excavation of basement and foundation

for the project, excavated earth were

generated. Expected volume of such

earthwork was:

Excavated Earth : 93,000 cu.m (approx.)

However, due to the adoption of an




Form-I


effective Building Management

Practice (BMP), all the construction &

demolition waste (C & D Waste) were

kept within the project premises and

handed over to municipal authority‟s

solid waste collection department.

4.8 Redundant machinery or equipment No Redundant machinery had not been

generated.

4.9 Contaminated soils or other materials No Contaminated soils or other materials

were not be generated.

4.10 Agricultural wastes Yes Landscape waste mainly from green belt

about 4-5 kg/day is being 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




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 is no such emissions.

5.3 Emissions from materials handling

including storage or transport Yes Small quantities of fugitive emissions

were envisaged during transport and

handling of construction materials. Such

emissions were temporary and controlled

by the use of sprinkling and other viable

techniques like covering of loose

material.

5.4 Emissions from construction activities

including plant and equipment Yes This was restricted to the construction

phase and the construction site only.

5.5 Dust or odours from handling of

materials including construction

materials, sewage and waste

Yes Dust generated during loading and

unloading of construction material and

excavation of upper earth surface. These

were however be temporary in nature,

which generally controlled by providing

water sprinklers. Tarpaulin cover were

provided on stored loose materials to




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reduce the dust emission.

5.6 Emissions from incineration of waste No No incineration of wastes is proposed.

5.7 Emissions from burning of waste in

open air (e.g. slash materials,

construction debris)

No Open burning of biomass/other material

was 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)


6.1 From operation of equipment e.g.

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

backup DG sets & HVAC‟s and pumps &

motors. All the machinery used is of

highest standard of reputed make and

complying with standard. DG set room &

HVAC rooms are 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.

6.2 From industrial or similar processes No No industrial processes is being carried

out in the project.

6.3 From construction or demolition Yes Due to various construction activities,

there were short-term noise impacts in the

immediate vicinity of the project site. The

construction activities included the

following noise generating activities:

Concreting, mixing & operation of

DG sets.

Construction machines and heavy

vehicle movement.

Excavation activities

6.4 From blasting or piling No No blasting or mechanized piling was

done.

6.5 From construction or operational

traffic

Yes Some noise was/ is being generated from

vehicular movement in the construction

and operational phase but same was/is

being mitigated by adoption of good




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traffic management practices.

6.6 From lighting or cooling systems No No significant noise impact results 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




7.1 From handling, storage, use or spillage of

hazardous materials No The used oil from DG sets is being

carefully stored in HDPE drums at

isolated storage, and periodically sold to

authorized recyclers. All precautions had

already been taken to avoid spillage

from storage as per The Hazardous

Wastes (Management & Handling)

Rules, 1989.

7.2 From discharge of sewage or other

effluents to water or the land (expected

mode and place of Discharge)

No There is no discharge of untreated

sewage on land or into water bodies.

Adequate treatment of sewage is being

carried out in a STP of capacity 250

KLD, provided within the project

premises. Treated wastewater is being

re-used for Horticulture (58 KLD), D.G.

cooling (20 KLD) & HVAC (108 KLD)

This makes project zero exit discharge.

7.3 By deposition of pollutants emitted to air

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

adequate height. Hence dispersion is

being achieved to 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 build up 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




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S. No.


Yes/No




8.1 From explosions, spillages, fires, etc.

from storage, handling, use or production

of hazardous substances

Yes To deal with any fire related accident,

fire fighting facility of single handed

hydrant valve, long hose reel, and

portable fire extinguisher have already

been provided.

8.2 From any other causes No Not Applicable

8.3 Could the project be affected by natural

disasters causing environmental damage

(e.g. floods, earthquakes, landslides,

cloudburst etc.)

Yes The site falls under the zone II as per the

Seismic Zone Map of India and is thus

not prone to risk zone. However,

adequate earthquake protection measures

were taken during the construction of the

project.

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




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

Yes

No

No

No

Appropriate infrastructure like roads,

power supply, waste management and

wastewater treatment is already

developed within the project site.

Developments of the areas are as per

the approved Plan. Further small

supporting ancillary facilities have

develop to cater the needs of the

project.

Commercial Complex development

took place.

Not Applicable

Not Applicable

Not Applicable




Form-I


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 provided a good

infrastructure and better life style and

is setting up an example for later

developments in the areas.

9.4 Have cumulative effects due to proximity

to other existing or planned projects with

similar effects

No Not Applicable

(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

None There is no sanctuary within 15

km radius of project site.

2 Areas which are important or sensitive

for ecological reasons - Wetlands,

watercourses or other water bodies,

coastal zone, biospheres, mountains,

forests.

None There are no ecological

sensitive areas. However a few

talab/lake exist in the area.

3 Areas used by protected, important or

sensitive species of flora or fauna for

breeding, nesting, foraging, resting, over

wintering, migration

None There is no sensitive species of

flora or fauna within 15km

radius of project site.

4 Inland, coastal, marine or underground

waters Purena Talab

Budhapara Lake

Mowa Talab

Daldal Sioni Talab

Approx0.58 Km, ENE

Approx. 7.33 KM in SW

Approx-1.7Km, WSW

Approx-2.0Km, NW

5 State, National boundaries None There is no national boundaries

within the 15 km radius of

project site.

6 Routes or facilities used by the public

for access to recreation or other tourist,

pilgrim areas

SH-9

Vidhan Sabha

Marg

Approx. 1.24KM SW

Approx. 0.02 Km, SSE




Form-I


Ring Road no-3

NH-6

Approx. 2.88Km, NNE

Approx. 4.04 Km, SSW

7 Defense installations Military Camp Approx. 5.1 Km, NE

8 Densely populated or built-up area Saddu

CGHB HIG-MIG

Colony Saddu

Daldal Seoni

Dubey Colony

Approx. 0.12 Km, E

Approx. 0.16km, N

Approx. 1.26 Km, N

Approx. 1.61km, W

9

Areas occupied by sensitive man-made

land uses (hospitals, schools, places of

worship, community facilities)

MGM Eye Hospital

Shri Balaji Super

Speciality Hospital

Shanti Sarovar

Brahma Kumari

Gurudwara

Nirman

Science centre

City Mall 36

Big step School

Saddu Raipur

Nav Jagriti School

Approx. 1.48 KM in ENE

Approx. 1.64 KM in W

Approx. 0.89 KM in E

Approx. 2.04 KM in SSW

Approx. 0.46KM in WNW

Approx-3.79 Km, SW

Approx-1.18 Km, NNW

Approx-0.644 Km, ENE

10 Areas containing important, high quality

or scarce resources.

(ground water resources, surface

resources, forestry, agriculture,

fisheries, tourism, minerals)

Mahant Ghasidas

Memorial Museum

Budhapara Lake



11 Areas already subjected to pollution or

environmental damage. (those where

existing legal environmental standards

are exceeded)

None There is no such area 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 II

as per the Seismic Zone Map of

India and is thus not prone to

risk zone. Adequate protection

measures were taken during the

construction phase of the project

for earthquake protection.




Form-I


Applicable

PROPOSED TERMS OF REFERENCE TO R FOR CONDUCTING

ENVIRONMENT IMPACT ASSESSMENT STUDY FOR AMBUJA REALTY CITY

CENTER A COMMERCIAL COMP LEX LOCATED AT VILLAGE -SADDU,

BLOCK & TEHSIL - DHARSIWA, DISTRICT - RAIPUR,

CHHATISGARH AND INFORMATION TO BE INCLUDED IN EIA/EMP

REPORT

This TOR has been prepared keeping and consideration; gazette notification S.O. 804 (E) dated

14.03.2017 related to violation cases & Standard TOR for Building & Construction projects,

notified by MoEF&CC. The proposed TOR for the EIA studies is as follows:

1. Details of land use as per Master Plan and land use around 10 km radius of the project site

will be examined. Analysis will be done based on latest satellite imagery for land use with

raw images. Flood plain of any river will be checked.

2. Details of environmentally sensitive places, land acquisition status, rehabilitation of

communities/villages and present status of such activities will be submitted.

3. Baseline environmental quality along with projected incremental load due to the project will

be examined.

4. Environmental data that will be considered in relation to the project development will be

(a) land, (b) groundwater, (c) surface water, (d) air, (e) bio-diversity, (f) noise and vibrations,

(g) socio economic and health.

5. A copy of the contour plan with slopes, drainage pattern of the site surrounding areas and any

obstruction of the same by the project will be submitted.

6. Details of the trees felling if any, for the project will be provided.




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7. Land use and permission required for any conversion such as forest, agriculture etc will be

submitted.

8. Roles and responsibility of the developer etc for compliance of environmental regulations

under the provisions of EP Act will be submitted.

9. Ground water classification as per the Central Ground Water Authority will be submitted.

10. Details of Source of water, water requirement, use of treated waste water and prepared

water balance diagram will be examined.

11. Rain water harvesting proposals will be made with due safeguards for ground water

quality for maximization of recycling of water and utilization of rain water.

12. Soil characteristics and depth of ground water table for rainwater harvesting will be

examined.

13. Details of solid waste generation, treatment and its disposal will be provided.

14. Details of use of solar energy and alternative source of energy to reduce the fossil energy

consumption will be examined & submitted.

15. DG sets will be used during construction and operational phase of the project. Emissions

from DG sets will be taken into consideration while estimating the impacts on air

environment.

16. Road/rail connectivity to the project site and impact on the traffic due to the proposed

project will be examined. Present and future traffic and transport facilities for the region

will be analyzed with measures for preventing traffic congestion and providing faster

trouble free movement to reach different destinations in the city.

17. Detailed traffic and transportation study will be done for existing and projected passenger

and cargo traffic.

18. Details of transport of materials for construction which will include source and

availability will be provided.

19. Details for construction and operation phases both for Environmental Management Plan

and Environmental Monitoring Plan with cost and parameters will be examined

separately.

20. Ecological study and Assessment of Impact including Remediation Plan.

a) The assessment will be qualitative, quantitative and remediation plan will be

accordingly quantified in terms of monetary.




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b) ENVIRONMENT MANAGEMENT PLAN & ITS IMPLEMENTATION

The EMP will be framed with special reference to mechanism for effective

implementation of ecological remediation plan along with natural and community

resource augmentation plan.

21. Details of a comprehensive Disaster Management Plan including emergency evacuation

during natural and man-made disaster will be submitted.

22. Details of litigation pending against the project, if any, with direction /order passed by any

Court of Law against the Project will be given.

23. The cost of the Project (capital cost and recurring cost) as well as the cost towards

implementation of EMP will be clearly spelt out.

24. According to notification S.O. 804 (E) dated 14.03.2017; the plan will be prepared as

an independent chapter in the EIA report. The collection and analysis of data for

assessment of ecological damage will be done by an environmental laboratory duly

notified under E(P) Act, 1986 /accredited by NABL/CSIR.

“I hereby give undertaking that the data and information given in the application and enclosures are

true to the best of my knowledge and belief and I am aware that if any part of the data and

information submitted is found to be false or misleading at any stage, the project will be rejected

and clearance given, if any to the project will be at our risk and cost.

Date: 01.09.2017

Place: Kolkata

__________________

Mr. Vikash Jaju

Director

NOTE:

1. The Projects involving clearance under Coastal Regulation Zone Notification, 1991 shall

submit with the application a C.R.Z map duly demarcated by one of the authorized agencies,

showing the project activities, w.r.t. C.R.Z. and the recommendations of the state Coastal

Zone management Authority. Simultaneous action shall also be taken to obtain the requisite

clearance under the provisions of the C.R.Z. Notification, 1991 for the activities to be

located in the CRZ.

2. The projects to be located within 10 km of the National Parks, Sanctuaries, Biosphere

Reserves, Migratory Corridors of Wild Animals, the project proponent shall submit the map




Form-I


duly authenticated by Chief Wildlife Warden showing these features vis-à-vis the project

location and the recommendations or comments of the Chief Wildlife Warden thereon.”

3. All correspondence with the Ministry of Environment & Forests including submission of

application for TOR/ Environmental Clearance, subsequent clarifications, as may be

required from time to time, participation in the EAC Meeting on behalf of the project

proponent shall be made by the authorized signatory only. The authorized signatory should

also submit a document in support of his claim of being an authorized signatory for the

specific project”.

City Centre a Commercial Complex

Located at Village-Saddu, Block & Tehsil- Dharsiwa

District-Raipur, Chhattisgarh

Form IA


FORM IA

CHECK LIST OF ENVIRONMENTAL IMPACTS

SECTION 1- LAND ENVIRONMENT

1.1 Will the existing land use get significantly altered from the project that is

consistent with the surroundings? (Proposed land use must conform to the approved

Master Plan/Development Plan of the area. Change of land use, if any and the statutory

approval from the competent authority be submitted). Attach Maps of (i) site location,

(ii) surrounding features of the proposed site (within 500 meters) and (iii) the site

(indicating levels & contours) to appropriate scales. If not available attach only

conceptual plans.

Yes. The Commercial Complex “City Centre” is located at Raipur on Khasra No. - 773.

774/1, 941, 942, Pawari Halka No. 109 at Village – Saddu, Tehsil – Raipur, District - Raipur

(C.G.), Chhattisgarh. The Project “City Centre” is being spread over an area of 12.93 acres.

This project has been developed by M/s Ambuja Realty Development Ltd. This is a

commercial project, comprising of mall, multiplex and restaurant presently. However list is

planned to develop hotel, offices and club in future.

Land use has been changed from agriculture to Commercial project. Permission

regarding change in land use is enclosed as Annexure-I

i) Site location of project is enclosed as Annexure-IV

ii) Google image 500m & Toposheet map showing project site & surroundings within 10

km radius is enclosed as Annexure-V

iii) Contour plan.




Form IA


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.

LAND REQUIREMENT

Table No.1: Area Statement

S.NO. DESCRIPTION AREA (SQ. M)

1. Total Land Area 52345.35

A Land Given for road widening 2235.13

B Remaining land area 50110.225

C Total Land Area for future Planning 12786.8

a) Hotel & club House 10564.31

b) Office Block 2222.49

Land area for Multiplex 37323.42

2 Total Permissible Ground Coverage (@30%) 15033.07

Total utilized Ground Coverage (@ 21.46%) 10755.80

3. Permissible FAR (@1) 50110.00

Utilized FAR (@0.62) 30931.98

4. Total Non FAR Area 23,289.22

5. Services 610.68

6. Open area 39,354.425

7. Green area excluding hotel area and office area

(23.62 % of total plot area)

8816.63

8. Total Built-up area 54831.88

9. Surface parking area 9050.28

10. Road Area 8700.71

11. Height of the Building 24.5m from ground level




Form IA


WATER REQUIREMENT

The water for the operation phase is being met through Municipal & bore well. Bore is used

only in case of emergencies or shortage of water supply. Water treatment plant treats raw

water before supply. Water requirement for the project is approximately 400 KLD, out of

which 135 KLD & 77 KLD is fresh water requirement during non rainy and rainy season,

respectively. The daily water requirement calculation is given below in Table 2

Table No. 2: Water Demand calculations

S.

No.

Description Area

(in m2)

Total

Occupancy

Rate of

water

demand

(lpcd)

Total Water

Requirement

(KLD)

A. Domestic Water

1. Mall Employee -- 595 persons 45 27

2. Mall Visitors -- 2,419 persons 15 36

3. Office Employee -- 792 persons 45 36

4. Multiplex Spectators -- 2648 persons 15 40

5. Restaurant Capacity -- 546 seats 70 litres/ seat 38

Total Domestic Water Demand 177 KLD

B.

Horticulture and

Landscape

development

21603.43 m2 -- 2.7 58

C. DG Sets Cooling -- -- 20




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(1 X 500 KVA and 2X

2000 KVA )

D. Air Conditioning 108

E. Water body make up

water 24

F. Filter backwash 13

Grand Total (A+B+C+D+E) = 400 KLD

POWER REQUIREMENT

The demand load for the Commercial Project is 2500kVA, which is supplied through the

substation of 33 KV of Chhattisgarh State Power Distribution Company Ltd.

Details of D.G Sets

There is provision of 3 DG sets of capacity of 1 X 500 KVA, 1 X 2000 KVA and 1 X 2000

KVA (stand by) as backup power supply during the power failure. The DG sets are equipped

with acoustic enclosure to minimize noise generation and adequate stack height of more than

6 m as per the CPCB norms has been provided for the proper dispersion of the emission.

SOLID WASTE GENERATED

During the operation phase, waste comprises of domestic, sludge from STP and horticulture

waste. The solid waste generated from the project is mainly domestic waste and quantity of

the total waste is approx. 1220 kg/day(@0.15 kg per capita per day Visitors, 0.25 kg per

capita per day for staff, horticulture waste (from green belt) @ 5 kg/acre/day) and STP

sludge of 20 kg/day. Arrangements have been made at the site in accordance to Solid Wastes

(Management and Handling) Rules, 2016.

Details of the solid waste generation are shown in Table No.3.




Form IA


Table No. 3: Solid Waste Generation

S.

No. Category Occupancy

kg per

capita per

day

Waste generated

(kg/day)

1. Mall

Employee

595 0.25 148.75

2. Mall Visitors 2,419 0.15 362.85

3. Office

Employee

792 0.25 198

4. Multiplex

Spectators

2648 0.15 397.2

5. Restaurant

Capacity

546 0.15 81.9

TOTAL DOMESTIC WASTE GENERATED 1,188.7 kg/day say 1189

kg/day

6

Landscape

waste(for

green belt)

2.18 @ 5

kg/acre/day 11

7 STP Waste 20

Total 1,220 kg/day




Form IA


(Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public

Health & Environment Engineering Organization, Ministry of Urban Development,

(Government of India, May 2000))

CONNECTIVITY

Vidhan Sabha Marg is just adjacent to project site at 0.2 km, SSE direction from project site.

NH 6 is approx. 4.04 km (SSW) away from the project site. The nearest railway station is

Raipur Railway station is approx 6.30 km (WSW) away from the project site. The nearest

Airport is Swami Vivekananda Airport, Raipur at 11.13 km in SSE direction.

PARKING FACILITIES

Adequate parking (638 Cars) provision is kept for vehicles parking in the project. Besides,

internal road of 6 m width within the project is facilitating smooth traffic movement.

1.3 What are the likely impacts of the proposed activity on the existing facilities

adjacent to the proposed site? (Such as open spaces, community facilities, details of

the existing land use and disturbance to the local ecology).

The probable impacts due to the commercial complex on the existing facilities are observed

as both short-term and long-term in nature. Some of the impacts are beneficial to the

community. On the other hand, some of the impacts are adverse in nature. The likely

beneficial and adverse impacts on the existing facilities surrounding the project site have

been described below:

A. IMPACT ON OPEN SPACES




Form IA


While developing the City centre, adequate preventive measures were adopted to control

the fugitive emission, wastewater discharge and construction waste disposal procedures, so

that the open spaces around the project site do not get affected. During the operational

phase also adequate preventive measures is being taken for controlling the above issues.

While executing the project, established good construction practices were followed to

ensure minimal disturbance to the surrounding area takes place. Thus, impact of the project

on adjacent open spaces is insignificant.

B. IMPACT ON COMMUNITY FACILITIES

Community facility like school located at around 1.18 km from the project site. Also, no

hospital or nursing home is located in the immediate surroundings of the project site.

Therefore, no adverse impact occurred on the community facilities. Since there is no

organized market center in the area, this project has provided a better facility to the

community of the area.

C. EXISITING LANDUSE

The land acquired for the project was agricultural land which has been changed to

commercial use.

D. LOCAL ECOLOGY

There was no tree at project site initially and no tree cutting was involved. Moreover, quite

a number of trees have been planted within this complex, which has enhanced and

improved the local ecology.

1.4 Will there be any significant land disturbance resulting in erosion, subsidence &

instability? (Detail of soil type slope analysis, vulnerability to subsidence, seismicity

etc may be given).




Form IA


The soil of the study area has been developed under the dominant influence of river,

vegetation and climatic factors. The area is under moderate anthropogenic pressure due to

different human activities. The soil profile of the project site is as follows:

0.00m to 3.30m b.g.l. Black Cotton Soil

3.30m to 4.00m b.g.l. Morum

4.00m to 7.70m b.g.l. Red Soil

7.70m to 10.00m b.g.l. Stone with Morum

The area falls in Zone - II according to the Indian Standard Seismic Zoning Map. Suitable

seismic coefficients in horizontal and vertical direction had already been adopted while

designing the structures to make it earthquake resistance. There are no chances of floods,

subsidence and landslide as the project site is located at a flat terrain and above the flood

level of the region.

1.5 Will the proposal involve alteration of natural drainage system? (Give details on

a contour map showing the natural drainage near the proposed project site).

The drainage channel in the area is flowing closed to the project site. Apart from that no other

stream is located in the surrounding area. Since, no drainage channel across the project site

exists, no alteration of natural drainage system was involved. Natural slope of the project site

is towards the north and is very gentle in nature.

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?)




Form IA


Solid Waste

Construction

Waste

Construction waste,

Broken Bricks,

Waste Plaster Empty Cement Bags

Used in re-filling,

raising site level

Excavated Soil

Solid Waste Management Scheme (Construction Phase)

Sold to agency for

recycling

Top soil conserved for

landscaping, balance used in

re-filling and rest handed

over to municipal

authority’s solid waste

collection department.

The earthwork included soil excavation and cutting which involved 93,000 m3 of the earth.

Most of the soil was reused in raising the site level. The top soil was stored in temporary

soil bank and was reused for plantation & landscaping of the project.

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

period.

Water requirement during construction phase was fulfilled by municipal supply.

Wastewaters generated during the construction phase were disposed off through soak pits.

All construction wastes generated during construction was used within the site itself for

filling the floors, roads, construction, aggregate for mortar etc. to the extent feasible.

Remaining construction waste were disposed off through government authorized agencies




Form IA


Figure No.1: Waste Management Plan for the Construction Phase

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).

The land of the project site is not low lying and does not involve wetland. Therefore, no

wetland or low lying area got modified from the activity.

1.9 Whether construction debris & waste during construction cause health hazard?

(Give quantities of various types of wastes generated during construction including the

construction labor and the means of disposal).

During construction some construction waste in the form of unused concrete, mortar,

brickbats, wooden planks etc. were generated, the quantity of which varied from 2 – 5% of

respective material consumption.

Concrete Waste and Cement Mortar Waste was disposed to municipal waste collection

department. Brick Waste was reused for preparation of sub-base of internal roads and

pavements.

The domestic waste from the labour force as well as residing labourers was generated, the

volume of which was around 30 kg/day. This waste was disposed through municipal waste

collection department. Thus, the construction debris as well as other waste did not pose any

health hazard.

SECTION 2- WATER ENVIRONMENT




Form IA


2.1 Give the total quantity of water requirement for the proposed project with the

breakup of requirements for various uses. How will the water requirement be met?

State the sources & quantities and furnish a water balance statement.

The water for the operation phase is being met through Municipal & Borewell (emergency

only). Bore is being used only in case of emergencies or shortage of water supply. Water

treatment plant treats raw water before supply. Water requirement for the project is

approximately 400 KLD, out of which 135 KLD & 77 KLD is fresh water requirement

during non rainy and rainy season, respectively. The daily water requirement details are

given below:

Table No. 4: Details of Daily Water Requirement

S.

No.

Description Area

(in m2)

Total

Occupancy

Rate of

water

demand

(lpcd)

Total Water

Requirement

(KLD)

A. Domestic Water







B.

Horticulture and

Landscape

development

21603.43 m2 -- 2.7 58




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C.

DG Sets Cooling

(1 X 500 KVA and 2X

2000 KVA )

-- -- 20



water 24



Table No.5: Wastewater Calculations

Domestic Water Requirement 177 KLD

Fresh (30% of domestic) 53 KLD

Flushing 70% of domestic) 124 KLD

Wastewater Generated (80% fresh + 100% flushing) 166 KLD

STP Capacity 250 KLD

Total fresh water (Non Rainy Season) 135 KLD

Total fresh water (Rainy Season) 77 KLD

Water Treatment System & Disposal System

Appropriate provision has been made for treatment of wastewater by installing a sewage

collection system and sewage treatment plant of 250 KLD

The water balance diagram is shown in Figures No.2 & 3:




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Figure No. 2: Water Balance Diagram during dry season

RECYCLED WATER

SUPPLY

@ 100%

20 KLD

58 KLD

WASTEWATER

63 KLD

FRESH WATERSUPPLY

@ 80% Wastewater Generated

(166KLD)

STP Capacity 250KLD

Horticulture

(58 KLD)

Flushing

(124 KLD)

(70% of Domestic

water)

DG Cooling

(20 KLD)

Fresh Water

(53 KLD)

(30% of Domestic

water)

1% of water req.

will be kept for fire

fighting

Zero Discharge

System

@ 141 KLD

of 166 KLD

HVAC

(108 KLD)

45 KLD

Fresh Water

(53+45+24 +13

=135 KLD)

Filter backwash

(13 KLD)

13 KLD

24 KLD Make up water for

artificial water body

(24 KLD)




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Figure No. 3: Water Balance Diagram during Monsoon Season

RECYCLED WATER

SUPPLY

@ 100%

20 KLD

108 KLD

WASTEWATER

FRESH WATERSUPPLY


(166KLD)

STP Capacity 250KLD

Flushing

(124 KLD)

(70% of Domestic

water)

DG Cooling

(20 KLD)

Fresh Water

(53 KLD)

(30% of Domestic

water)

1% of water req.

will be kept for fire

fighting

Zero Discharge

System

@ 141 KLD

of 166 KLD HVAC

(108 KLD)

Fresh Water

(53+24=77 KLD)

Filter backwash

(13 KLD)

13 KLD

Make up water for


(24 KLD)

24 KLD




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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).

During the operational phase, water supply is provided Municipal supply. In case of

inadequate municipal supply, freshwater requirement is being met from groundwater,

permission of which is enclosed as Annexure-III.

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

wastewater? (Give the details of quantities, sources and usage)

Wastewater generated is approx 166 KLD. The wastewater is treated in the STP of capacity

250 KLD provided within the complex is 141 KLD. The treated waste water from STP is

recycled within the project ; 63 KLD utilized for HVAC, 58 KLD for Horticulture purpose,

20 KLD for D.G sets during non rainy season, whereas 108 KLD utilized for HVAC & 20

KLD for D.G sets during rainy season. Hence project is zero discharge project.

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).

Since the water is supplied by Municipal Corporation, there is no diversion of water from

other users.

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)




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Approximately, 166 KLD (@ 80% of the fresh water consumed +100% flushing water) of

wastewater is being generated during the operational phase from overall uses. This

wastewater generated is being treated in well designed sewage treatment plant based on FAB

technology.

The following are the input characteristics of the wastewater and treated wastewater.

RAW SEWAGE CHARACTERISTICS

Sl.

No.

Parameters Characteristics

1. pH 6.5 to 8.5

2. BOD Upto 350 mg/lit

3. COD 700 to 800

mg/lit

4. TSS Upto 250 mg/lit

5. Oil & Grease Upto 50 mg/lit

TREATED SEWAGE CHARACTERISTICS

Sl. No. Parameters Characteristics

1. pH 6.5 to 8.5

2. BOD < 10 mg/lit

3. COD < 100 mg/lit

4. TSS < 10 mg/lit

5. Oil & Grease < 10 mg/lit

The total treated waste water is reutilized and there is no discharge from the project.




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

details of the facilities created.

Rain water harvesting facilities have been implemented, based upon the “Rain water

harvesting and conservation” manual by Govt. of India Consultancy Service

organization, Central Public Work Department, 2002. The method of harvesting

rainwater is storage of rainwater as well as subsurface recharge from the building roof. It

does not include the recharge of groundwater. Rainwater pipes that collect water from the

catchments (rooftop) are stored in three pairs of settling chambers. The collected rainwater is

used for secondary purposes like street cleansing and gardening etc. The expected

availability has been assessed and mentioned below:

Rainwater Harvesting Potential = Annual Rainfall (mm) X Collection Efficiency

Mean Annual Rainfall = 1384.9 say 1400 mm(1.4m)

(Source: Indian Meteorological Department, Pune, 1951-2002)

Area of Roof Catchment = 4,349.35sq.m say 4300 sq.m

Height of Rainfall (Mean Total rainfall) = 1.4 m

Volume of Rainfall over the Roof = 4300 sq.m X 1.4 m

= 6,020 cu.m (say A)

Co-efficient for roof surface 0.85

Considering another co-efficient for evaporation, spillage and first flush wastage as 0.80;

Approximately annual effective harvested water quantity be considered as

Rainwater volume over the roof (A) X 0.80 X 0.85

= 6,020 X 0.80 X 0.85 = 4,093.6 kL.




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Considering duration of monsoon as 120 days (June – September), daily average rainwater

available from building roof is 4094 / 120 = 35 KL.

Calculation for determining Capacity of Storage Tank

As already stated that in Raipur District, Mean Rainfall during monsoon = 1277 mm & mean

No. of Rainy days during monsoon = 62(from June to September);

Average daily rainfall during monsoon, 1277/62 = 20.59mm say 21mm.

Thus, peak hourly rainfall can be considered as 3 times of average daily rainfall i.e. 21mm X

3 = 63mm or 0.063m.

The capacity of recharge tank is designed to retain runoff for at least 30 min rainfall of the

peak intensity (60mm/hr).

Thus, capacity of the tank is: V = A X r X C

V = Capacity of Tank, A = 4300 sq.m (Available rooftop area), r = 0.03m (30 min rainfall of

peak intensity), C = 0.85 (Runoff coefficient of rooftop)

Thus, V = (4300X0.03X0.85) cu.m = 109.65 say 110 cu.m. Capacity of tank = 120 cu.m.

Hence, in this project, a Storage & Settlement tank, having capacity of 120 cu.m), is

provided. Overflow from the tank discharged into the 3 pits located in the premises.

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?




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The project has not affected any natural drainage system of area and the run off

characterizing of the area on long term basis may not be impacted and would not create

problem of flooding and water logging.

The project has provided, rain water storage tanks to manage water runoff from roof top,

overflow of which discharged into the 3 rain water harvesting pits located in the premises.

For rest of rainfall proper drainage system is provided to avoid any water logging condition

at site and surrounding

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)

During operation stage, water requirement is being met by municipal supply. In case of

emergency, ground water is used for usage. The groundwater potential in and around the

project site is moderate. The depth of water level varies from 2.03 to 13.32 mbgl during pre

monsoon period and from 0.91 to 7.15 mbgl during post monsoon period in the shallow

aquifers. CGWA permission for ground water use is enclosed as Annexure- III

2.9 What precautions/ measures have been proposed to check the surface run-off, as

well as uncontrolled flow of water into any water body?

Following measures have been implemented to check surface run off as well as uncontrolled

flow of the water into the water body.

Proper drainage system provided.

Rain water harvesting system provided.

Plantation and green landscaping open area implemented.




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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).

Storm water drainage network have been provided inside the campus. The drain sizes and

sections were designed in such a way that they can take the load of the peak rainfall period.

All the surface drains are covered by gratings to avoid the litter and other inert waste.

Proper land gradient was provided so that water logging inside the campus does not occur.

The storm water of the ground surface is discharged into the municipal drain.

The collected storm water from the building roofs during the rainfall period is being

directed into an underground water reservoir inside the campus.

To reduce the surface runoff and subsequent increase in infiltration of rainwater, attempts

were made to maximize the green surface inside the campus. Adequate trees were also

planted.

As the site is located in a comparatively flat terrain, appreciable contour levels are not

available. The natural slope of the existing ground level is towards the northern side of the

project site. Proper land grading provided so that the slope of the modified ground level

remains towards the northern side of the project site, where the roadside drain is passing.

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).

No. To maintain the sanitary conditions, mobile toilets were provided and the wastewater

generated use to collected in septic tanks.




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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).

The project generates approx 166 KLD of wastewater. The wastewater use to be treated in

the STP of capacity 250 KLD based on FAB technology provided within the complex

generating 141 KLD of recoverable water from STP. 63 KLD utilized for HVAC, 58 KLD

for Horticulture purpose, 20 KLD for D.G sets during non rainy season, whereas 108 KLD

utilized for HVAC & 20 KLD for D.G sets during rainy season. Hence project is zero

discharge.

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

or any other use.

Dual plumbing is not adopted in the project, however all the treated wastewater get used in

the project itself. The project generates approx 166 KLD of wastewater. The wastewater use

to be treated in the STP of capacity 250 KLD based on FAB technology provided within the

complex generating 141 KLD of recoverable water from STP. 63 KLD utilized for HVAC,

58 KLD for Horticulture purpose, 20 KLD for D.G sets during non rainy season, whereas

108 KLD utilized for HVAC & 20 KLD for D.G sets during rainy season. Hence project is

zero discharge.

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).




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No ecologically sensitive area falls within the project site. Hence, no ecological/ biological

exists from the project.

3.2 Will the construction involve extensive clearing or modification of vegetation?

(Provide a detailed account of the trees & vegetation affected by the project)

No. The project does not support any significant vegetation. No tree was affected by the

project

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?)

Around 460 trees were planted. Landscaping and plantation details are shown in the

landscaping plan. The names of tree species are given in the following table:

Table No. 6: Name of Trees and Plants to be planted

Name of Trees and Plants planted at site

S. No. Common Name Botanical Name Number Planted

1. Imli Tamarindus indica 40

2. Shirish Albizia lebbeck 45

3. Semal Bombax ceiba 45

4. Neem Azadirechta indica 45

5. Foxtail Palm Wodetia bifurrecta 30




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6. Oil Palm Elaeis guineensis 30

7. Akash Neem Millintonia hortensis 25

8. Amaltas Cassia fistula 30

9. Kanchan Bauhinia. variegata 20

10. Aam Mangifera indica 20

11. Cassia C. javanica 25

12. Nepenthes

bokorensis

L. thorellii 35

13. Jacaranda Jacaranda mimosaefolia 20

14. Asoka Polyalthia longifolia 60

15. Akashmoni Acacia auriculiformis 40

16. Kathbadam Terminalia catappa 30

17. Mahua Madhuca indica 40

18. Plumeria Plumeria acutifolia 30

19. Gulmohar Delonix regia 30

20. Jhaun Casuarina equisitifolia 30

21. Babul Acacia arabica 25

22. Bokul Mimusops elengi 30

23. Pink Sirish Albizia saman 30

24. Rubber Ficus elastica 30

25. Krishnachura Caesalpinia pulcherrima 50

26. Panthapadap Ravenala madagascariensis 30

TOTAL 865

4. FAUNA




Form IA


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.

At the time of development, land was devoid of vegetation and was not harboring fauna

which require displacement. The project is located in Raipur town.

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

The project does not have any direct or indirect impacts on the avifauna of the area.

However, planting of fruit bearing trees in the project are an attraction to the local bird

population.

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

impacts on fauna.

Not applicable

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 construction).

All the details will be provided after award of ToR.

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.

As per dispersion modeling of pollutants from DG sets using ISCST3 software, predicted

resultant GLC for various air pollutants are found insignificant and are within the NAAQS




Form IA


norms. Hence, no significant impact on the ambient air quality. However detail study will be

provided after award of ToR.

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 and exit to the project site.

Adequate provisions are made for car/vehicle parking at the project site. Internal roads of 6

m width, footpaths/pedestrian pathways have been well planned for the project.

Parking Required:

As per MoEF&CC bye-laws:

For Commercial: 1 ECS per 50 sq. m of FAR (30931.98/50) = 618 ECS

Total Parking required (as MoEF&CC) = 545 ECS

As per Chhattisgarh bye-laws:

For Commercial: 1 ECS per 50 sq. m of FAR (30931.98/50) = 618.64 ECS

Total Parking required (as Chhattisgarh) = 619 ECS

Parking Provided

Area provided for Open parking = 9050.28 m2

Area required for 1 ECS of open parking = 25 m2

Parking provided for open parking = 362 ECS

Area provided for Basement parking = 9652.95 m2

Area required for 1 ECS of Basement parking = 35 m2

Parking provided for Basement parking = 276 ECS

Total Parking Provided = 638 ECS




Form IA


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

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

Around 42.87% of the open area is under road and pavement. There are no separate bicycle

tracks or footpath. However, vehicular road and pedestrian pavement are kept separated. The

entry and exit of the complex are at two corners of the plot facing the abutting road. A loop

internal road is provided for smooth movement of vehicular traffic inside the campus.

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.

No. As the complex is purely commercial in nature, there lies scope of heavy traffic

movement inside the project site. But, heavy traffic movement inside the site occurs in a

particular time in a day, especially in the morning, when loading and unloading takes place.

Except that, moderate traffic movement is expected. Also, the speed limit of the vehicles is

controlled. Moreover, traffic movement along the abutting Road is moderate. Thus, there is

no significant increase in traffic noise and vibration.

5.6 What will be the impact of D.G. sets and other equipment on noise levels and

vibration in ambient air quality around the project site? Provide details.

During operation, vehicular movement and operation of DG sets are the major sources of

noise pollution. But both these activities- DG set and vehicular movement is not having any

significant impact on the people. Since DG set are only operational only during power failure

and that too is very less, hence no or minimal impact is anticipated. It is envisaged that the

movement of the motor vehicles are restricted to designated carriageways only.

Impacts on Air Quality due to DG Sets:




Form IA


• Impacts on ambient air during operation phase is due to emissions from the stacks

attached to backup DG sets only during grid power failure.

Mitigation Measures for Impacts of DG Sets on Ambient Air Quality:

• Back up DG sets complies with the applicable emission norms.

• Adequate stack height for DG sets is provided as per norms.

• Back up DG sets are used only during power failure.

• Monitoring of emissions from DG sets and ambient air quality is being carried out as per

norms.

Noise Control Measures for DG sets:

• • The DG set room are 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. Therefore, no significant impact due to

operation of machinery is anticipated.

• Adequate exhaust mufflers are provided as per norms to limit the noise.

6. AESTHETICS

6.1 Will the proposed construction in any way result in the obstruction of a view,

scenic amenity or landscapes? Are these considerations taken into account by the

proponents?

No obstruction of view or scenic beauty or landscape is anticipated. Furthermore, the

construction is done in such a way that the organized open spaces and landscaped areas

render the plot aesthetically appealing.

6.2 Will there be any adverse impacts from new constructions on the existing

structures? What are the considerations taken into account?




Form IA


No. During construction phase all the activities were confined within the project site only.

Sufficient external open spaces were provided on all sides of the project site. Moreover,

precautionary measures were adopted while excavating foundation or erecting

superstructures by erecting vertical shoring to avoid landslide or soil erosion. All the

construction materials were stored within the project site itself. Around 500 sq.m area was

provided for stacking of construction materials. The stacking area was fully covered to

prevent spreading of dust. No construction materials or waste were dumped outside the

project boundary or along the abutting roads. Thus, there remains no chance of traffic closure

or diversion, due to the proposed construction. Construction activities were carried on during

the day time only. Construction Wastes were disposed properly by covering with polythene

sheets. Hence construction of the project did not impact existing structure.

6.3. Whether there are any local considerations of urban form & urban design

influencing the design criteria? They may be explicitly spelt out.

The project will strictly follow the Area Building Regulation of State Bye-laws/ NBC. All

norms on Ground Coverage, FAR, Height, Setbacks, Fire Safety Requirements, Structural

Design and other parameters will be strictly adhered to.

6.4 Are there any anthropological or archaeological sites or artifacts nearby? State

if any other significant features in the vicinity of the proposed site have been

considered?

No anthropological or archaeological sites or artifacts are found near the site area.

7. SOCIO-ECONOMIC ASPECTS




Form IA


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

population? Provide the details.

No such changes anticipated. During Operation phase all the occupants of the building are

completely floating in nature.

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

Project site is located in the development area under the Master Plan of Raipur, 2021

However all sorts of social infrastructure like

Transportation facilities: - SH-9 Approx. 1.24KM SW, Vidhan Sabha Marg- Approx. 0.02

Km, SSE, NH-6:- Approx. 4.04 Km, SSW

Water supply: - Municipal Supply, Raipur and Ground water

Sanitation facilities:- Municipal Supply, Raipur

Communication facilities: - a Good mobiles facility as well as telephone exchange exists in

the study area.

Educational institutes:- Big step School- Approx-1.18 Km, NNW

Hospital:- MGM Eye Hospital- Approx. 1.48 KM in ENE

Markets: - Approx-3.79 Km, SW

Banks:- Canara Bank-aspprox-0.13Km,ENE

Cultural amenities: - Science centre- Approx. 0.46KM in WNW

7.3 Will the project cause adverse effects on local communities, disturbance to

sacred sites or other cultural values? What are the safeguards proposed?




Form IA


Construction phase: There are no religious sites or archeological monuments of historical

significance in or near the project site. Hence, no adverse impact in this regard is anticipated.

Rather, this phase generated jobs that relate to unskilled, semi skilled as well as skilled

labour category.

Operation phase:. A commercial project of such scale also boost the local economy.

8. BUILDING MATERIALS

8.1 May involve the use of building materials with high embodied energy. Are the

construction materials produced with energy efficient processes? (Give details of

energy conservation measures in the selection of building materials and their energy

efficiency)

The construction of the project was done with conventional building material only. Energy

conservation measures of different building materials and structural components are

described below:

The external wall of the building blocks were constructed with 250mm thick double

brick layer, both side plastered (expected U-value = 0.44 W/m2-°C)

The roofs of the building blocks were constructed with typical 100-150mm thick R.C.C.

slab with cement screed and clay tiles (expected U-value = 0.263 W/m2-°C)

Glass panes are of 4mm to 6mm thick depending upon the exposure of the surface to the

sun. In some of the areas of building façade, double glazing with reflective coating is

also used. Expected U-values of single glazing clear glass and double glazing reflective

coated glass are 3.3 W/m2-°C and 0.54W/ms-°C respectively.

Paving materials of light coloured and porous.




Form IA


8.2 Transport and handling of materials during construction may results in

pollution, noise and public nuisance. What measures are taken to minimize the

impacts?

Mitigation Measures for Air Pollution during Construction Stage:

• Construction materials were suitably covered with tarpaulin cover etc during

transportation.

• Water sprinkling was done on haul roads where dust generation was anticipated.

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

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

were 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 were implemented.

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

activities ensured minimum noise at receiver’s end.

• To prevent any occupational hazard, earmuff / earplug were given to the workers

working around construction plant & machinery emitting high noise levels.

• Use of such plant or machinery was prohibited during night time. Careful planning of

machinery operation and scheduling of operations was done to minimise such impact.

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

achieved?

Yes, Recycled materials were bought from nearby outside sources and were used as fillers in

base and sub-base of the carriageway, footpaths pavements or pedestrian way, as needed.




Form IA


8.4 Give detail of the methods of collection, segregation & disposal of the garbage

generated during the operation phases of the project.

Details are given below:-

Collection and Segregation of waste

1. For waste collection, adequate number of colored bins (Green and white & black

bins– separate for Bio-degradable and Non Bio-degradable) are provided at the

strategic locations of the commercial area.

2. Litter bin are provided in open areas.

Treatment of waste

Bio-Degradable wastes

1. Bio-degradable waste is composted and the compost is used as manure.

2. STP sludge is used for horticultural purposes as manure.

3. Horticultural Waste is proposed to be composted and is used for gardening purposes.

Recyclable wastes

i. Grass Recycling – The cropped grass is spread on the green area. It is also act as

manure after decomposition.

ii. Recyclable wastes like paper, plastic, metals etc. are sold off to recyclables.

Disposal

Presently all biodegradable, recyclable and non-recyclable wastes is being disposed

through Govt. approved agency. However, it is proposed to install organic waste converter

for treatment of biodegradable waste at site. A Solid waste management Scheme is

depicted in the following figure for the commercial project.




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SOLID WASTE MANAGEMENT SCHEME (OPERATION PHASE)

Figure No. 6: Solid Waste Management Scheme (Operation Phase)

(Source: EIA Guidance Manual for Construction, Townships and Area Development

Projects)




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Volume reduction is 80 – 90%. Hence 100 kg of wet waste is converted into 10 – 15kg

of compost, reducing your space requirements for compost storage also.

Most organic matter can be composted within 2 days, but it is advised to collect the

compost once in 4 - 5 days. If small amount of plastic waste is put in by oversight, it

will come out clean &dry along with the compost. But it is not advisable to put in such

plastics waste by more than 1%. This is the only composting system that can take in

gravy/ sambar also.

Since the digestion is aerobic, there is no methane/ ammonia formed from the nitrogen

content of the food and hence odourless. o It is almost completely noiseless, since there

is no shredding/ cutting

This is the technology and that is adopted by most big apartment complexes, offices

and campuses in developed countries to process their wet waste. India has also started

adopting this in a major way while REDDONATURA is bringing the product for the

first time to Eastern India.




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9. ENERGY CONSERVATION

9.1 Give details of the power requirements, source and supply, backup source etc.

What is the energy consumption assumed per square foot of built-up area? How have

you tried to minimize energy consumption?

The power supply connection is taken up from Chhattisgarh State Power Distribution

Company Ltd The demand load for the Commercial Project is 2500kVA, which is supplied

through the substation of 33 KV.

For the provision of backup power supply during the power failure there is provision of 3

DG sets of capacity of 1 X 500 KVA, 1 X 2000 KVA and 1 X 2000 KVA (stand by). The

DG sets are equipped with acoustic enclosure to minimize noise generation and adequate

stack height of more than 6 m as per the CPCB norms, provided for the proper dispersion of

the emission

Following measures have been adopted to minimize the energy consumption:

Energy Efficient Features:

CFL/LED lighting fixtures in the common areas

Truelite fluorescent lamps in service area

Roof-top thermal insulation

Use of solar energy in external lighting

Maximum utilization of natural light

9.2 What type and capacity of power backup do you plan to provide?




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Backup power units will be provided by 3 number of DG sets of total capacity 4500 kVA

(i.e. 1 X 500 KVA, 1 X 2000 KVA and 1 X 2000 KVA (stand by)). The DG sets are

operated only during power failure only.

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?

Clear glass had been used in window panes of the building. Thickness varies from 4mm to

6mm depending upon the situation. Main objective of the glass were to cut the glare, to

ensure clear visibility and allowance of optimum natural light.

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

the applications made in the proposed project.

The building blocks have vertical and horizontal sun shading protection in the form of fins

and chajjas. The sun shading devices dependents upon the exposure of a particular surface to

the sun.

9.5 Does the layout of street & building 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.

Layout of buildings has been done as per the sun path analysis so that the design cuts off

direct radiations of critical hours which are specific to the orientation. Solar energy will be

harnessed to meet various energy requirements of the proposed project such as Solar street

lights and solar water heaters in future.




Form IA


9.6 Is the shading effectively used to reduce cooling/heating lands? What principles

have been used to maximize the shading of walls on the East and the West and the

Roof? How much energy saving has been effected?

The shading devices of individual building block were designed in such a way that it cuts the

glare but allow maximum amount of diffused sunlight. Also, the roofs of the building blocks

have adequate thermal insulation in the form of clay tiles over screed concrete. The external

walls are light colour and smooth surface to reduce the solar heat gain and increase the

reflectivity of external walls. However, no special care about the east and west walls of any

building have been thought because the orientation and layout of the building blocks differ

from place to place within the site. However, outer skin brick walls of 75 / 125 mm

thickness were provided in the building blocks following the elevation or façade design,

which reduce the heat load of external walls.

9.7 Do the structures use energy-efficient space conditioning, lightening and mechanical

systems? Provide technical details. Provide details of the transformers and motor

efficiencies, lightening intensity and air conditioning load assumption? Are you using

CFC and HCFC free chillers? Provide specifications.

Yes. For the commercial complex, central air conditioning system were designed to provide

year round air conditioning for central during Summer/Monsoon by providing a central

chilled water re-circulation system. Supply air is being fed to the conditioned space through

supply air duct and return air are brought back to the AHU room through duct or through the

void space above the false ceiling. It is proposed to insulate both supply as well as return air

duct (wherever the return air duct is provided). AHUs are provided with metallic pre-filters

having 90% efficiency as per ASHRAE Standards. These filters are non flammable and




Form IA


washable type. Plant room area & other non air conditioned areas like parking area, pantry,

sub-station, stores etc are mechanically ventilated

.9.8 What are the likely effects of the building activity in altering the micro-climates?

Provide a self assessment on likely impacts of the proposed construction on creation of

heat island & inversion effects?

The construction activities did not alter the micro-climate of the project site and

surroundings significantly. Also, it was not having appreciable impact on creation of heat

island and inversion effect due to the following reasons:

i) Judicial layout of building block within the complex

The building block within the complex is laid in such a manner that there remains sufficient

amount of external open space between the blocks of adjacent premises so that the air

movement does not get interrupted.

ii) Reducing the footprint of building blocks

Only around 21.46% of the land area is occupied by building block. Rest of the land area is

remaining as open space. Therefore, much lesser heat gain occurs over the green surface.

iii) Selection of Building Materials

The building materials selected in such a way that the solar heat gain over the vertical

surface and roof is minimized.

iv) Trees and Vegetation

It is already stated that there is no tree within the project site. Moreover, sufficient number of

shading trees is planted inside the project site to reduce the air temperature within the project

site and surroundings.

v) Reduction in Hard Surface

Hard surface in the form of metallic road are as per requirement only. The pavements are of

porous and light coloured material and open joints.




Form IA


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 value or

the R values of the individual components.

The U and R values of different components used in the project, i.e., glass, wall and roof, are

as given in the table below:

9.10 What precautions & safety measures are proposed against fire hazards?

Furnish details of emergency plans.

Disaster Management Plan for Fire

City centre follows the statutory fire recommendation of the regulatory authorities. Certain

preventive measures, as described below, are adopted during the operational stage of the

project.

The internal approach roads towards the building blocks are sufficiently strong to

withstand the load of Fire Engines.

The width and height of all the access gates into the premises have adequate width and

height to give access to the Fire Engines.

The staircases have operable windows at each mid-landing level in the external wall of

the buildings.

S.No. Component U-Value R-Value

1 Glass 3.3 W/ms-°C --

2 External Wall 0.44 W/m2-°C --

3 Roof 0.263 W/m2-°C --




Form IA


Separate Underground water reservoir is used for fire-fighting, whenever required.

First Aid Fire Fighting arrangement in the style of placing suitable type of portable fire

extinguishers, fire buckets etc. in all floors and vulnerable locations of the complex had

already been made.

Fire notice for Fire Fighting and evacuation from the building are prepared and displayed

at all vulnerable locations of the complex.

Floor numbers and directional sign of escape route are displayed prominently.

The employees and security staff are conversant with installed fire fighting equipments of the

building and to operate in the event of fire and testing.

Disaster Management Plan for Earthquake

PRECAUTION & MITIGATORY METHODS TO PREVENT DISASTERS:

• Complex is planned to reduce the impact of disasters and to encourage recovery.

• A disaster management cell is established which takes care of post disaster scenario.

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

eventuality.

PRECAUTION & MITIGATORY METHODS TO PREVENT DISASTERS:

(Earthquake Management)

• At the time of designing and construction care had already been taken that earthquake

resistant structures which conform to IS 1983 are used.

9.11 If you are using glass as wall materials, provide details and specifications

including emissivity and thermal characteristics.

Details are given in point 9.9




Form IA


9.12What is the rate of air infiltration in to the building? Provide details of how you are

mitigating the effects of infiltration.

Most of the exterior glazing of the complex is fixed and sealed in nature. Operable window

areas within the building are comparatively very less. Thus, scope of air infiltration through

the glazed windows is minimum in this project. However, there lies scope of air-infiltration

through the entrance doors, which is being swinging in nature, and other doors also. It is

expected that air leakage through glazed swinging/revolving entrance doors are not

exceeding 5.0 l/s-m2. Air leakage for other fenestration and doors is within 2.0l/s-m2.

9.13To what extent the non–conventional energy technologies are utilized in the overall

energy consumption? Provide details of the renewable energy technologies used.

Presently, there is no solar provision , however in future City Centre solar illumination is

proposed.

10. ENVIRONMENT MANAGEMENT PLAN

Enclosed as Annexure-VI

__________________

Mr. Vikash Jaju

Director

Commercial Complex

City Centre



Conceptual Plan


1. INTRODUCTION

The Commercial Complex “City Centre” is located at Raipur on Khasra No. - 773. 774/1, 941,

942, Pawari Halka No. 109 at Village – Saddu, Tehsil – Raipur, District - Raipur (C.G.),

Chhattisgarh. The Project “City Centre” is being spread over an area of 12.93 acres. This project

was developed by M/s Ambuja Realty Development Ltd. This is a commercial project, comprises

of mall, multiplex and restaurant, however planned to develop hotel, offices and club in future.

Application for Environmental clearance for the project “City Centre” had been submitted to the

Ministry of Environment, Delhi on 31.12.2007.. At the beginning this case was under MoEF&CC

due to the absence of State Authority & Committee at Chhattisgarh during that time, and the first

Technical Presentation was held on 03.05.2008. Later on a letter was issued by State Environment

Impact Assessment Committee dated 29.05.2008, informing that this case will be considered by

State Expert Appraisal Committee only after the receipt of the file from Ministry form Delhi.

The State Environmental Impact Assessment Committee of Chhattisgarh has informed that the

original application file from Ministry of Environment has not been reached to them only

intimation from Ministry had reached and the project will only be duely considered after receiving

of complete set of file form the Ministry.

Meanwhile the Sate Authority and Committee at Chhattisgarh had dissolved and reformed in the

Month of September 2011. The Application for the Environmental Clarence to the State Authority

Chhattisgarh submitted on 19.09.2011. The 1st technical presentation to the State Committee on

31.01.2012 .valid sanctioned plan submitted to the authority on 31.08.2012 for issuance of Final

Environmental clearance.

On 1st

February 2013, letter from State Level Committee has been issued mentioning the violation

of Environmental Protection Act and referring notification of Ministry of Environment & Forest

dated 12.12.2012 on steps against violation vide letter No. 402/SEAC-CG/EC/Contru /RYP/268 dt.

01.02.2013 & asked to submit the board of resolution stating commitment to obey the Environment

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Protection Act 1986 and the violation will not be repetitive. Notarized copy of Board of

Resolution submitted to State Environmental Impact Assessment Committee Chhattisgarh dated

21.03.2013. This Case was filed before the Ld. CJM, at Raipur Chattishgarh, by Chhatisgarh

Pollution Control Board dated 05.09.2013 against Ambuja Realty Development Limited and others

for non-compliance of section 15 and 16 of Environment Protection Act, 1986 and Section 44 and

47 of WATER (PREVENTION AND CONTROL OF POLLUTION) ACT, 1974 and under

section 37 and 40 of THE AIR (PREVENTION AND CONTROL OF POLLUTION) ACT, 1981,

being Pollution Case No. 4324 of 2013 and case is still pending till now.

As per notification dated 14-03-2017, all violation cases would be considered at MoEF&CC level.

Accordingly, the project is being submitted to MoEF&CC for consideration.

2. LAND USE & SITE SURROUNDINGS

The chakra nalla flows adjacent to project site in East direction. HFL provided from PWD is

100.20m, whereas FGL of the site is 101.505m. Vidhan Sabha Marg is just adjacent to project site

at 0.2 km, SSE direction from project site. Rest area in the south direction is vacant after road area.

Land upto 0.26 km in West direction is vacant however at 0.42 km in west direction lies a Science

city. CGHB, HIG-MIG colony lies at 0.16km, N. The co-ordinates of the project are 21º16’30.02”

N & 81º41’15.84” E.

3. Connectivity

Vidhan Sabha Marg is just adjacent to project site at 0.2 km, SSE direction from project site. NH 6

is approx. 4.04 km (SSW) away from the project site. The nearest railway station is Raipur Railway

station which is approx 6.30 km (WSW) away from the project site. The nearest Airport is Swami

Vivekananda Airport, Raipur which is 11.13 km in SSE direction.

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Figure No 1:- Location of project Site

PROJECT REQUIREMENTS& FEATURE

The total area of project is estimated as 12.93 acres (52345.35 m2). The Detailed Area Statement

for the projects is described below in Table No. 1.

Table No. 1: Area Statement

S.NO. DESCRIPTION AREA (SQ. M)

1. Total Land Area 52345.35

A Land Given for road widening 2235.13

B Remaining land area 50110.225

C Total Land Area for future Planning 12786.8

a) Hotel & club House 10564.31

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b) Office Block 2222.49

Land area for Multiplex 37323.42

2 Total Permissible Ground Coverage (@30%) 15033.07

Total utilized Ground Coverage (@ 21.46%) 10755.80

3. Permissible FAR (@1) 50110.00

Utilized FAR (@0.62) 30931.98

4. Total Non FAR Area 23,289.22

5. Services 610.68

6. Open area 39,354.425

7. Green area excluding hotel area and office area

(23.62 % of total plot area) 8816.63

8. Total Built-up area 54831.88

9. Surface parking area 9050.28

10. Road Area 8700.71

11. Height of the Building 24.5m from ground level

Land Use

S.No. Detail Area Percentage

1. Paved Area 12,786.805 m2 25.51 % of Total Land Area

2. Road Area 8700.71 m2

17.36 % of Total Land Area

3. Green Area 8816.63 m2


5. Surface Parking Area 9050.28 m2


6. Utilised Ground Coverage 10755.80 m2 21.46% of Total Land Area

Project Cost

The cost of the project is Rs. 145,30,7000 which includes land and development charges.

Population

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The population of the Commercial Complex project is about 7000 persons. The detailed population

breakup is given below in the following Table No.2.

Table No.2: Population Break up

Water Requirement

The water for the operation phase is being met through Municipal & Borewell. Bore is being used

only in case of emergencies or shortage of water supply. Water treatment plant treats raw water

before supply. Water requirement for the project is approximately 400 KLD, out of which 135

KLD & 77 KLD is fresh water requirement during non rainy and rainy season, respectively. The

daily water requirement calculation is given below in Table No.3:

Table No.3: Calculations for Daily Water Demand

S.

No.

Description Area

(in m2)

Total

Occupancy

Rate of

water

demand

(lpcd)

Total Water

Requirement

(KLD)

A. Domestic Water




Sl. No. Unit Type No. of Persons

1. Mall Employee 595

2. Mall Visitors 2,419

3. Office Employee 792

4. Multiplex Spectators 2648

5. Restaurant Capacity 546

Total Population 7000

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B.

Horticulture and

Landscape

development

21603.43 m2 -- 2.7 58

C.

DG Sets Cooling

(1 X 500 KVA and 2X

2000 KVA )

-- -- 20



water 24



(Note: DG sets is being operational only in case of Power failure)

Commercial Complex

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Figure No 2:-Specification of Water Treatment plant

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Power

The power supply connection is taken up from Chhattisgarh State Power Distribution Company Ltd

The demand load for the Commercial Project is 2500kVA, which is supplied through the substation

of 33 KV.

Details of D.G Sets

For the provision of backup power supply during the power failure there is provision of 3 DG sets

of capacity of 1 X 500 KVA, 1 X 2000 KVA and 1 X 2000 KVA (stand by). The DG sets are

equipped with acoustic enclosure to minimize noise generation and adequate stack height of more

than 6 m as per the CPCB norms, provided for the proper dispersion of the emission.

Parking

Adequate provisions are made for car/vehicle parking at the project site. Internal roads of 6 m

width, footpaths/pedestrian pathways have been well planned for the project.

Parking Required:

As per MoEF&CC bye-laws:

For Commercial: 1 ECS per 50 sq. m of FAR (30931.98/50) = 618 ECS

Total Parking required (as MoEF&CC) = 545 ECS

As per Chhattisgarh bye-laws:

For Commercial: 1 ECS per 50 sq. m of FAR (30931.98/50) = 618.64 ECS

Total Parking required (as Chhattisgarh) = 619 ECS

Parking Provided

Area provided for Open parking = 9050.28 m2

Area required for 1 ECS of open parking = 25 m2

Parking provided for open parking = 362 ECS

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Area provided for Basement parking = 9652.95 m2

Area required for 1 ECS of Basement parking = 35 m2

Parking provided for Basement parking = 276 ECS

Total Parking Provided = 638 ECS

SUSTAINABLE DEVELOPMENT

Water treatment and reuse

Table No.4: Wastewater Calculations

Domestic Water Requirement 177 KLD

Fresh (30% of domestic) 53 KLD

Flushing 70% of domestic) 124 KLD

Wastewater Generated (80% fresh + 100% flushing) 166 KLD

STP Capacity 250 KLD

Total fresh water (Non Rainy Season) 135 KLD

Total fresh water (Rainy Season) 77 KLD

The water balance diagrams during dry & monsoon season are given below in Figure No. 3 &4

respectively.

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Figure No. 3: Water Balance Diagram during dry season

RECYCLED WATER

SUPPLY

@ 100%

20 KLD

58 KLD

WASTEWATER

63 KLD

FRESH WATERSUPPLY


(166KLD)

STP Capacity 250KLD

Horticulture

(58 KLD)

Flushing

(124 KLD)

(70% of Domestic water)

DG Cooling

(20 KLD)

Fresh Water

(53 KLD)


1% of water req. will be

kept for fire fighting

Zero Discharge System

@ 141 KLD of

166 KLD

HVAC

(108 KLD)

45 KLD

Fresh Water

(53+45+24 +13 =135

KLD)

Filter backwash

(13 KLD)

13 KLD

24 KLD Make up water for


(24 KLD)

Commercial Complex

City Centre



Conceptual Plan


*We have RWH tank, water of which is being used for gardening i.e horticulture

during non rainy days and water sprinkling purposes

RECYCLED WATER

SUPPLY

@ 100%

20 KLD

108 KLD

WASTEWATER

FRESH WATERSUPPLY


(166KLD)

STP Capacity 250KLD

Flushing

(124 KLD)


DG Cooling

(20 KLD)

Fresh Water

(53 KLD)


1% of water req. will be

kept for fire fighting

Zero Discharge System

@ 141 KLD of

166 KLD HVAC

(108 KLD)

Fresh Water

(53+24=77 KLD)

Filter backwash

(13 KLD)

13 KLD

Make up water for


(24 KLD)

24 KLD

Commercial Complex

City Centre



Conceptual Plan


Figure No. 4: Water Balance Diagram during Monsoon Season

*We have RWH tank, water of which is being used for gardening i.e horticulture

during non rainy days and water sprinkling purposes

Wastewater Generation & Treatment

The entire Sewage Treatment Scheme is based on the principle of Fluidized Aerobic Bioreactor

(FAB) Process with diffused aeration system. The treated effluent coming out of the STP is used

for gardening and other purposes. Capacity of the STP is 250 KLD.

Sewage Treatment Technology

FAB Technology

The M/s Ambuja Realty Development Ltd. is treating sewage of commercial project in sewage

treatment plant which works on Fluidized Aerated Bed Reactor (FAB) processes which has

improved reliability, simplified operation, and requires less space than traditional wastewater

treatment systems.

Sewage after passing through the bar screen, grit chamber, oil and grease separator and

equalization tank is pumped to Ist Stage FAB Reactor, where initial removal of organic matter

takes place. In this Reactor special type of FRP floating media is provided for proper growth of

bio-mass inside the reactor. Bio-mass attached with the media reduces the organic load present in

the sewage. Aeration by means of Air Blower is provided for effective mixing & aeration

necessary for proper growth of micro-organisms. Coarse bubble Diffusers is provided for aeration

inside the Reactor. For proper growth & maintenance of microorganisms special bacteria culture

(EM) is dosed periodically.

The sewage comprising of the biological flock from FAB Reactor-I overflows into the second FAB

Reactor-II where further oxidation of organic matter takes place. Overflow of this tank passes

through a Tube Settler where the solid mass settles down at the bottom. This underflow sludge is

recycled back by the Sludge Pump to the FAB Reactor to maintain the population of micro-

Commercial Complex

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organisms, whenever required. Excess sludge is pumped through Filter Press, where sludge gets

concentrated & sludge cake are used as manure.

Overflow water from Tube Settler is collected in a chlorine contact Tank from where it is pumped

through a Multi Grade Filter, Activated Carbon Filter to the treated water tank.

Table No.5: Wastewater Details

Table No.6: Raw sewage characteristics


1. pH 6.5 to 8.5

2. BOD Upto 350 mg/lit

3. COD 700 to 800 mg/lit

4. TSS Upto 250 mg/lit

5. Oil & Grease Upto 50 mg/lit

Table No.7: Treated sewage characteristics


1. pH 6.5 to 8.5

2. BOD < 10 mg/lit

3. COD < 100 mg/lit

4. TSS < 10 mg/lit

5. Oil & Grease < 10 mg/lit

Daily load 166 KLD

Temperature Maximum 32oC

Commercial Complex

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Figure No- 5 Layout plan of Sewage Treatment plant

Commercial Complex

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Figure No 6:- Specification of Sewage Water Treatment plant

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Solid Waste

Construction

Waste

Construction waste,

Broken Bricks,

Waste Plaster Empty Cement Bags

Used in re-filling,

raising site level

Excavated Soil

Top soil conserved for

landscaping, balance used in

re-filling and rest handed

over to municipal

authority’s solid waste


Solid Waste Management Scheme (Construction Phase)

Sold to agency for

recycling

Solid Waste Generation and Management

Solid waste was generated during the construction and is being generated during the operation

phase too. The solid waste generated during the construction phase was comprised of excavated

materials, used bags, bricks, concrete, MS rods, tiles, wood etc. The following steps adopted for

the management solid waste:

Construction yards were proposed for storage of construction materials.

Excavated top soil was stored in temporary constructed soil bank and was reused for

landscaping of the project.

Remaining excess excavated soil was handed over to municipal authority solid waste


Figure No.7: Solid Waste Management Scheme (Construction Phase)

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During the operation phase, waste comprises of domestic, sludge from STP and horticulture waste.

The solid waste generated from the project is mainly domestic waste and quantity of the total waste

is approx. 1220 kg/day(@0.15 kg per capita per day Visitors, 0.25 kg per capita per day for staff,

landscape waste (for green belt) @ 5 kg/acre/day) and STP sludge. Following arrangements are

made at the site in accordance to Solid Wastes (Management and Handling) Rules, 2016.

Table No.8: Calculation of Solid Waste Generation

S.

No. Category Occupancy

kg per

capita per

day

Waste generated

(kg/day)

1. Mall

Employee

595 0.25 148.75

2. Mall Visitors 2,419

0.15 362.85

3. Office

Employee

792 0.25 198

4. Multiplex

Spectators

2648 0.15 397.2

5. Restaurant

Capacity

546 0.15 81.9

TOTAL DOMESTIC WASTE GENERATED 1,188.7 kg/day say 1189

kg/day

6

Landscape

waste(for

green belt)

2.18 @ 5

kg/acre/day 11

7 STP Waste

20

Total 1,220 kg/day

(Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health & Environment Engineering

Organization, Ministry of Urban Development, (Government of India, May 2000)

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Collection and Segregation of waste

1. For waste collection, adequate number of colored bins (Green and white & black bins–

separate for Bio-degradable and Non Bio-degradable) are provided at the strategic

locations of the commercial area.

2. Litter bin are provided in open areas.

Treatment of waste

Bio-Degradable wastes

1. Bio-degradable waste will be subjected to composting and the compost will be used as

manure.

2. STP sludge is used for horticultural purposes as manure.

3. Horticultural Waste is proposed to be composted and will be used for gardening purposes.

Recyclable wastes

i. Grass Recycling – The cropped grass is spread on the green area. It is also act as manure

after decomposition.

ii. Recyclable wastes like paper, plastic, metals etc. use to be sold off to recyclables.

Disposal

Presently all biodegradable, recyclable and non-recyclable wastes is being disposed through

Govt. approved agency. However, we are proposing organic waste converter for treatment of

biodegradable waste at site. A Solid waste management Scheme is depicted in the following

figure for the commercial project.

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SOLID WASTE MANAGEMENT SCHEME (OPERATION PHASE)

(Source: EIA Guidance Manual for Construction, Townships and Area Development Projects)

Figure No.8: Solid Waste Management Scheme (Operation Phase)

Figure No.9: Organic waste Converter

White Bins Black Bins

OWC

Manure

Commercial Complex

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Volume reduction is 80 – 90%. Hence 100 kg of wet waste is converted into 10 – 15kg of

compost, reducing your space requirements for compost storage also.

Most organic matter can be composted within 2 days, but it is advised to collect the compost

once in 4 - 5 days. If small amount of plastic waste is put in by oversight, it will come out

clean &dry along with the compost. But it is not advisable to put in such plastics waste by

more than 1%. This is the only composting system that can take in gravy/ sambar also.

Since the digestion is aerobic, there is no methane/ ammonia formed from the nitrogen

content of the food and hence odourless. o It is almost completely noiseless, since there is no

shredding/ cutting

This is the technology and that is adopted by most big apartment complexes, offices and

campuses in developed countries to process their wet waste. India has also started adopting

this in a major way while REDDONATURA is bringing the product for the first time to

Eastern India.

Rain Water Harvesting

Project is operational project and rain water harvesting is implemented, based upon the

“Rain water harvesting and conservation” manual by Govt. of India Consultancy Service

organization Central Public Work Department, 2002. The method of harvesting rainwater is

storage of rainwater as well as subsurface recharge from the building roof. It does not include the

collection or recharge of rainwater from ground surface. Rainwater pipes that collect water from

the catchments (rooftop) are stored to three pairs of settlement chambers. The collected rainwater

Commercial Complex

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used for secondary purposes like street cleansing and gardening etc. The expected availability has

been assessed and mentioned below:

Rainwater Harvesting Potential = Annual Rainfall (mm) X Collection Efficiency

Mean Annual Rainfall = 1384.9 say 1400 mm & mean No. of Rainy days in a year = 62


Area of Roof Catchment = 4,349.35sq.m say 4300 sq.m

Height of Rainfall = 1.4 m

Volume of Rainfall over the Roof = 4300 sq.m X 1.4 m

= 6,020 cu.m (say A)

Considering roof catchment is having tiles or equivalent finish so that co-efficient for roof surface

can be adopted as 0.85 and

Considering another co-efficient for evaporation, spillage and first flush wastage as 0.80;

Approximately annual effective harvested water quantity be considered as

Rainwater Endowment of the Area (A) X 0.80 X 0.85

= 6,020 X 0.80 X 0.85 litres = 4,093.6 kL.

Mean Rainfall during monsoon = 1277 mm & mean No. of Rainy days during monsoon = 62(from

June to September)


Considering duration of monsoon as 120 days (June – September), daily average rainwater

available from building roof is 4094 / 120 = 35 KL.

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Calculation for determining Capacity of Storage Tank

As already stated that in Raipur District, Mean Rainfall during monsoon = 1277 mm & mean No.

of Rainy days during monsoon = 62(from June to September);

Average daily rainfall during monsoon, 1277/62 = 20.59mm say 21mm.

Thus, peak hourly rainfall can be considered as 3 times of average daily rainfall i.e. 21mm X 3 =

63mm or 0.063m.

The capacity of recharge tank is designed to retain runoff for at least 30 min rainfall of the peak

intensity (60mm/hr).

Thus, capacity of the tank is: V = A X r X C

V = Capacity of Tank, A = 4300 sq.m (Available rooftop area), r = 0.03m (30 min rainfall of peak

intensity), C = 0.85 (Runoff coefficient of rooftop)

Thus, V = (4300X0.03X0.85) cu.m = 109.65 say 110 cu.m. Capacity of tank = 120 cu.m.

Hence, in this project, a Storage & Settlement tank, having capacity of 120 cu.m), is provided.

Overflow from the tank is discharged into the 3 pits located in the premises.

Energy conservation

Construction Phase

The external wall of the building blocks is constructed with 250mm thick double brick

layer, both side plastered (expected U-value = 0.44 W/m2-°C)

The roofs of the building blocks was constructed with typical 100-150mm thick R.C.C. slab

with cement screed and clay tiles (expected U-value = 0.263 W/m2-°C).

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Glass panes are 4mm to 6mm thick depending upon the exposure of the surface to the sun.

In some of the areas of building façade, double glazing with reflective coating was also

used. Expected U-values of single glazing clear glass and double glazing reflective coated

glass are 3.3 W/m2-°C and 0.54W/m

s-°C respectively.

Paving materials are light coloured and porous. The pavement might be of open jointed

paver blocks partially depending upon the landscaping scheme. Use of high albedo or

reflective pavements was considered at the time of construction.

Proper insulation of roof was provided to achieve desired thermal comfort. Use of light

coloured, reflective roofs having an SRI of 50% or more is incorporated.

Fly ash bricks, paver blocks and cement were used following MoEF Notifications.

Use of Ready Mix Concrete was given priority.

Operation Phase

HVAC system:- Central air conditioning system has been designed with energy efficient

equipments for high side as under:

1. Use of High efficiency chillers.

2. COP of Water-Cooled Centrifugal chillers is above 5.9 on full load.

3. Efficiency of pump & motor is above 80%.

4. Efficiency of AHU fans & motors is above 80%.

5. Over deck insulation for roof is considered to reduce heat gain.

6. Heat recovery Wheels are there for each AHU’s. It is used to improve system efficiency.

7. Variable speed secondary pumping is planned.

8. Variable Frequency Drives (VFD) provided for Secondary Pumps, all the AHU’s, Heat

recovery Wheels (HRW)

Commercial Complex

City Centre



Conceptual Plan


Lightening:-

1.Occupancy sensors were installed which have following advantages; Saves energy by

automatically turning off the lights in spaces that are unoccupied, Activates a control device

when the sensor detects motion, thus turning the luminaries on, Provides on/off control with

incandescent or fluorescent loads.

2. Dimming controls used to reduce the energy usage.

3. LED Lighting Fixtures, HPSV Lamps were installed. For external area illumination like

gardening, solar lighting will be installed at later stage as per the prevailing norms.

4. For restaurants and toilets, solar water heating systems of adequate capacity will be

provided.

Landscaping & Green Belt Development

Total green area measures 8816.63m2 i.e 23.62 % of the total plot area. The list of trees and plants

with numbers planted at site are given below Table No. 9.

Name of Trees and Plants planted at site

S. No. Common Name Botanical Name Number Planted

1. Imli Tamarindus indica 40

2. Shirish Albizia lebbeck 45

3. Semal Bombax ceiba 45

4. Neem Azadirechta indica 45

5. Foxtail Palm Wodetia bifurrecta 30

6. Oil Palm Elaeis guineensis 30

7. Akash Neem Millintonia hortensis 25

8. Amaltas Cassia fistula 30

9. Kanchan Bauhinia. variegata 20

10. Aam Mangifera indica 20

11. Cassia C. javanica 25

Commercial Complex

City Centre



Conceptual Plan


12. Nepenthes

bokorensis

L. thorellii 35

13. Jacaranda Jacaranda mimosaefolia 20

14. Asoka Polyalthia longifolia 60

15. Akashmoni Acacia auriculiformis 40

16. Kathbadam Terminalia catappa 30

17. Mahua Madhuka latifolia 40

18. Plumeria Plumeria acutifolia 30

19. Gulmohar Delonix regia 30

20. Jhaun Casuarina equisitifolia 30

21. Babul Acacia arabica 25

22. Bokul Mimusops elengi 30

23. Pink Sirish Albizia saman 30

24. Rubber Ficus elastica 30

25. Krishnachura Caesalpinia pulcherrima 50

26. Panthapadap Ravenala madagascariensis 30

TOTAL 865

LIST OF BUILDING MATERIAL USED AT SITE

Cement : 5504 MT

Sand : 11007 MT

Aggregate : 22014 MT

Steel : 19263 MT

Brick : 31,00,000 pieces

Detail of Machineries

Dumper : Used for mud and material handling

Excavator : Used for digging and earth work

Concrete Batching Plant : Used for concrete mixing

Road roller : For compacting the earth

Cranes : Used for lifting heavy things.

Mobile transit mixer : Transport and mix concrete up to the construction

site

Commercial Complex

City Centre



Conceptual Plan


CORPORATE SOCIAL & ENVIRONMENTAL RESPONSIBILITIES

0.2% of the project profit of three consecutive years (land + development) will be utilized for the

up-liftment of the nearby area. But as M/s Ambuja Realty Development Ltd. started gaining profit

from the last year only, hence this is not implemented yet, however Ambuja group is involved in

lot many CSR activities.

located at raipur on khasra no. - 773. 774/1, 941, 942...

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