CONCEPTUAL PLAN

“AMALTAS WESTMINSTER”

Residential Building Construction Project

OF

AMALTAS INDIA LTD., BHOPAL

AT

Village- Rasakhedi, Tehsil- HuzurDistrict- Bhopal (M.P.)

Conceptual Plan

1. INTRODUCTION

The development projects aim at social and economic

development of the country and its people. The purpose of

“AMALTAS WESTMINSTER” Residential Building Construction

Project proposed by Amaltas India Ltd., Bhopal at Village-

Raslakhedi, Tehsil- Huzur, District- Bhopal (M.P.) is to plan,

design and construct building and ancillary facilities as well as

parks in a manner that is consistent with City policies and is

meant to give economic benefits to the society like increase in

GDP, employment generation, dwelling facility etc.

Simultaneously, development of projects also causes some

positive and negative impact on environment.

In addition to techno-economic feasibility, a sustainable

project should have environmental compatibility. The Ministry of

Environment and Forest, Government of India { MoEF-GoI },

therefore, issued an Environmental Impact Assessment

Notification vide S.No. 1533 on Sept 14, 2006. This EIA

Notification envisaged prior Environmental Clearance (EC) from

the / State Environmental Impact Assessment Authority

[SEIAA], constituted by MoEF-GoI for development projects

listed in the notification including building and area

development projects

2. Bhopal- City of Lakes

Bhopal is known as the City of Lakes for its various natural as

well as artificial lakes and is also one of the greenest cities in

India. The geographical location of Bhopal is 23° 15′ 0″ North

Latitude and 77° 25′ 0″East Longitude. Bhopal, the capital of

Madhya Pradesh, is a fascinating amalgam of scenic beauty,

old historic city and modern urban planning. Bhopal is the 16th

largest city in India and 231st largest city in the world. It is

basically divided into two parts - old Bhopal and new Bhopal.

The old city with its marketplaces and fine old mosques and

palaces still bears the aristocratic imprint of its former rulers,

among them the succession of powerful Begums who ruled

Bhopal from 1819 to 1926. Equally impressive is the new city

with its verdant, exquisitely laid out parks and gardens, broad

avenues and streamlined modern edifices. Bhopal is one of the

greenest and cleanest cities in the country.

3. The Promoter Company- Project Proponent

The Promoter Company- Project Proponent AMALTAS INDIALTD. are the well-established group having experience indevelopment of Group Housing Projects. The Company iscommitted to provide residential facilities of the highest quality.To achieve this, the company is working to ensure both qualityand continuous improvement of their system and processes.AMALTAS INDIA LTD. has a team of enthusiastic engineers ,urban planners, creative architects and landscape planners.This team is rich in experience and high on commitment, whichhas helped the group to carry professional excellence. The group

is founded on to motto to create better tomorrow by providingpeople with improved quality of life and living standards.

4. The Project-“AMALTAS WESTMINSTER”

“AMALTAS WESTMINSTER” is a group housing projectproposed to be developed by AMALTAS INDIA LTD.in capitaltown of Madhya Pradesh - Bhopal on Ayodiya Bye Pass Highway.This Township is coming in 20630 Sq.mt. (2.063 Ha.) of area.

In this project, Residential Apartments are designed using objectoriented technology. The project will provided a soothing goodhousing for inhabitants. The proposed project is architecturallywell planned and aesthetically pleasing. Development of greeneryis integral part of the proposed project to ensure oxygen-richand aesthetically pleasant environment.

5. Project Location: - The proposed group housing residential

project “Amaltas westminster” is located on a plot measuring

20630 sq.mt. (2.063 Ha.) at Village: Raslakhedi & Tehsil –

Huzur, District-Bhopal (M.P.). The proposed site is a plain land

devoid of any significant vegetation and undulation . It is located

at khsara no : 32/282/32/1/1KA/2 on the outer fringe of

Bhopal Town, about 8 km from Bhopal Railway Station

6. Connectivity: - Being located on on Ayodhya Bye Pass High

way the proposed site is well connected to road, rail and air

ways. The nearest railway station is Bhopal which are at an

aerial distance of 8 km. The nearest airport is the Raja Bhoj

International Airport, which is about 11 km from the proposed

site. Apart from this, State Road Transport bus services provide

regular and frequent connectivity to the people to and from

Bhopal. The project complex will have traffic entry/exit from the

service road of sufficient width.

7. Necessity of Infrastructural Project [Dwelling Units];-The capital city of the Central Indian state of Madhya Pradesh-

Bhopal is also known as the Lake City of India. Bhopal has

beautiful landscape having beautiful hills and lakes. The major

areas in Bhopal include New City and Old City.

The population of the city is growing on account of high birth

rates and also due to migratory population coming to Bhopal

from all around the area for employment, education, and

business. In order to provide this burgeoning population with a

good quality of life so that they can contribute to the further

development of the region and the country, it is imperative that

they are provided with good, healthy and sustainable housing

facilities having uninterrupted water / power supply and proper

sewage / solid waste management facility.

The proposed Amaltas westminster will bridge the gap

between demand and supply of Sustainable dwelling units in

Bhopal by constructing state-of-the art residential

accommodation [apartments]

The rapid growth rate of Bhopal is likely to have direct impact on

the environment which needs to be taken care of. Hence, the

proposed project will be developed on the concept of eco-

sustainability having energy efficiency, proper landscapes, open

areas, tree plantation, recycling of waste water and efficient

collection/disposal of solid waste so that the project activities

must co-exist in harmony with its surrounding environment.

7. Objectives of the environmental study: - The basic objectivesof the

environmental study are given below :

i) To identify and describe the elements of the communityand environment likely to be affected by the proposeddevelopments.

ii) To describe the proposed project and associated workstogether with the requirements for carrying out proposeddevelopment.

iii) To establish the baseline environmental and socialscenario of the project site and its surroundings based onthe authentic secondary data.

v) To identify, predict and evaluate environmental and socialimpacts expected to raise during the construction andoperation stages of the project specially on sensitivereceptors and workout an Environmental ManagementPlan to address likely environmental impacts.

9. Scoping/ Report MethodologyThe study under reference had been conducted according to the

applicable regulatory framework. The study has undergone

following five main phases;

Phase –I :- Review of design and operational informationof the proposed Project through Project Report/data/sitevisit/site assessment.

Phase –II :- This phase covered following points ;

An initial review of the proposed project site andstatus of the physical environment around theproject vicinity;

Understanding project design and operation as wellas macro environmental aspects.

The major issues needed to be addressed with duecare were identified;

Environmental assessment was conducted withinthe study area in and around the proposed projectsite;

Collection of secondary data viz. Micro-Meteorological Condition, land use Ambient AirQuality, Water (Surface and Ground water) use andits Quality, Soil Quality, Noise Level, etc fromvarious authentic sources .

Survey study was carried out in the study area toassess the status of biota and socio-economicprofile of the study area; and

Information was also collected through Primary andSecondary sources like Department of Census,Local and City offices, National Institutions (Surveyof India, National Information Centre etc.), DistrictHead Quarters and other Government Offices etc. aswell as relevant Published Literatures.

Phase –III : - Compilation of the data of the Study Area.

Phase –IV : - Assessment of Environmental Impacts by

predicting the scale and extent of changes associatedwith the project and their subsequent effects on theenvironment against the environmental baselineconditions, and evaluating the significance of suchimpacts against accepted criteria.

Phase –V :- This phase covered following stages;

o Identification and preparation of measures tomitigate significant impacts by proposing applicablealternatives and control measures; and

o Finally, development of appropriateEnvironmental Management ensure that there is noor minimal impact of the proposed project onenvironment.

The resultant interpretation in this report is based on

scientific principles and professional judgment. Professional

judgments expressed herein are based on the available data /

information etc.

10. Environmental Clearance need and RegulationThe MoEF has issued some mandatory regulations to ensure

environmental safeguard from adverse effects of developmental

activities, As per the notification S.O. 1533 E dated 14 Sept,

2006, Environmental Impact Study (EIA) is mandatory for any

construction projects with built-up area of more than 1, 50,000

m2. Since the built-up area of the present project is less than 1,

50,000 m2 , it does not require detailed EIA study, only

clearance has been called for from concerned authorities (SEAC)

through the EIA Proposal consisting of Form 1, Form 1A and

Conceptual Plan. The study would facilitate M/s ALARK

Builders & Developers to obtain Environmental Clearance (EC)

from the State Expert Appraisal Committee (SEAC), M.P. as per

the above mentioned notification.

Table : Summary of Environmental Regulations referred for regulatoryguidance

Regulations Objective ResponsibleInstitution

Environment (Protection)Act. 1986

To protect and improvetheoverall environment

MoEF,CPCB

Wildlife Protection Act,1972

To protect wildlife throughthe creation of NationalParks and Sanctuaries

MoEF

Water (Prevention andControl of Pollution)Act, 1974

To provide for theprevention and control ofwater pollution and themaintaining or restoring ofwholesomeness of water.

SPCB/CPCB

Air (Prevention andControlof Pollution) Act,1981

To provide for theprevention,control and abatement of airpollution, and for theestablishment of Boards tocarry out these purposes.

SPCB/CPCB &TransportDepartt.

Noise Pollution(Regulationand Control) Rules, 2000

Compliance with Ambient NoiseStandards in accordanceto landuse of the area

CPCB

Central Motor VehicleActCentral Motor VehicleRules1988, 1989

To control vehicular airandnoise pollution. To regulatedevelopment of the transportsector, check and controlvehicular air and noisepollution.

TransportDepartt

Ancient MonumentsandArchaeological sitesandRemains Act, 1958

Conservation of Culturalandhistorical remains foundinIndia.

ArchaeologyDept. GoI, INTACH.

Town & Country PlanningAct,1972

To regulate planneddevelopment

T & C PDirectorate

Municipal SolidWasteRules, 2000

Management(Collection,Handling, Intermediate Storage)of domestic waste fromresidences

MunicipalCorporation

Notification on E.I.A.ofDevelopment projects(referred to astheNotification onEnvironmental Clearance),2006

To provideenvironmentalclearance to new developmentactivities followingenvironmental impactassessment.

MoEF

Fly ash Notification, 2007 Use of fly ash (wholly or partly)in building construction .

Construction Agencies

Building &otherConstruction WorkersRule1998

To ensure the provisionsunderBOCW Act.

LabourDeptt

12. Seismicity :- Project area is categorized in seismic

intensity zone II, which is classified as having a moderate

seismic risk zone. The structure design is as per codes to

negate the threat of environmental and other damages. There

will be insignificant land disturbance. The seismological and

natural hazard map of India is shown in following Figure.

Seismological and Natural Hazard Map of India

13. DESCRIPTION OF ENVIRONMENT

Before the start of any Environmental Impact Assessment

study, it is necessary to identify the baseline levels of relevant

environmental parameters, which are likely to be affected as a

result of the construction and operation of the planned project.

A similar approach has been adopted for conducting the study

for the proposed residential complex. The planning of the

baseline survey through secondary sources, commenced with

the short-listing of impacts and identification of parameters for

which the data needs to be collected. This section assesses the

nature, type and dimensions of the study area and describes

the relevant physical and biological environmental components

of the project site.

Physical Resources

Accurate determination of baseline conditions of natural and

physical environmental components at project site is vital for

robust impact assessment. The components of the

environment for which the information has been collected are

described in the following subsections.

Geography, Land Use and Drainage(a) Geography

The district of Bhopal is landlocked by the Guna district to the

north, Vidisha in the northeast, Sehore in the southwest,

Raisen in the east and Rajgarh in the northwest. This beautiful

city has mesmerizing landscapes, historical monuments, busy

commercial complexes and peaceful residential areas. The city

shares the borders with two large but beautiful lakes, which

are known as the Upper Lake or Bada Talab (360 square km)

and Lower Lake or Chota Talaab (10 square km), respectively.

Some of the important hills of the city are Shayamala and

Idgah hills that fall in the northern part of Bhopal, while the

Arera and Katara hills occupy central and southern region

respectively

(b) Physiography & DrainageThe region forms a part of the vast Deccan plateau of Central

India. It marks the beginning of the plateau at the northern

boundary. There are five district physiographic units in the

region:

1. The Satpura Range

2. The Vindhyan Range

3. The Bundelkhand Region and

4. The river valleys.

The hill ranges running across the plateau have a subdued

topography of old peneplains. The Satpura range located with a

E-W trend, it has an average elevation of 600 m amsl and

highest elevations of 1350 m amsl. The vindhyan range occurs

in the Central part of the region and has a ENE-WSN trend. It

is seperated from the Satpura range by the Narmada river and

vast tract of its basin area. The vindhyan range extends into

the Malwa plateau and Bundelkhana region. The malwa

plateau and Bundelkhana region form high ground and are

dissected by a large number of northerly flowing rivers and

their tributaries. The rest of the area is occupied by low lying

areas along river courses. The river valleys are very limited and

form narrow belts along the rivers.

DrainageThe natural drainage of the city is provided by three main

streams, which are of course, joined by small nallahs and

rivulets. On the northeastern side, the drainage is provided by

river Halali and on the southeastern side, it is provided by

Kaliyasot River. Both these rivers, drains out in Betwa, Halali

near Vidisha and Kaliyasote near Bhoipur. On the

southwestern side, the drainage is provided by various small

nallahs, which drain out in Kolar River, which ultimately joins

river Narmada.

The drainage water of old city including wastewater of straw

products and cotton Mills is carried away by a Nallah, which

joins river Halali, which is a perennial river. The water of this

river is being used for irrigation purposes and very little

discharge meets river Betwa near Vidisha. Moreover, the

meeting point is on the down streamside of water works for

Vidisha town. River Kaliyasote, which provides drainage on

the southeastern side, joins Betwa near Bhojpur in Raisen

District. There is hardly any possibility of utilization of this

water on the way for irrigation purposes as passes through a

hilly terrain. The water polluting industries located on this

side will discharge supply to Vidisha. The Development of

Mandideep Industrial growth Centre and its extensions need to

be strictly controlled in respect of industries to be permitted in

this area to avoid water pollution.

For the purpose of landscape studies, the natural drainage of

Bhopal can be classified mainly in three categories viz.

Dendritic (tree like branching), Basil and parallel pattern.

These are the major landscape indicators revealing the

biophysical phenomenon of the area.

Site is almost flat without significant undualation.. No wetland

or low lying area within project site.

Climate and Meteorology

The Bhopal city is perched at an average height of 500 meters

above the sea level. Bhopal has a humid subtropical climate,

with cool, dry winters, a hot summer and a humid monsoon

season. Summers start in late March and go on till mid-

June, the average temperature being around 30 °C (86 °F),

with the peak of summer in May, when the highs regularly

exceed 40 °C (104 °F). The monsoon starts in late June and

ends in late September. These months witness about 40

inches (1020 mm) of precipitation, frequent thunderstorms

and flooding. In such moderate climate, residential areas can

be developed at higher densities as three to four storied

buildings can be constructed without causing discomfort to the

occupants.

Relative Humidity

During the southwest monsoon season the relative humidity is

high and after the withdrawal of the monsoon humidity

decreases. The mean monthly maximum relative humidity in

the morning of August month is 83% and mean monthly

minimum relative humidity measured in the morning of May is

28 %

Temperature and Rainfall

Ambient temperature is a key parameter as it indirectly governs

the dilution capacity of the atmosphere. Generally, the

temperature controls the reaction rate of pollutants as well as

how fast the surface dries out. If the temperature is high, the

moisture in the surface will evaporate, exposing the surface to

effects of wind erosion thereby increasing dust emissions.

Temperature near the surface also controls the buoyant

component of turbulence (vertical motion). Heat from the

earth's surface heats the air near the ground causing it to rise.

This phenomenon reaches a maximum in early afternoon and is

a minimum near sunrise and sunset.

The average temperature is around 25 °C (77 °F). Temperatures

rise again up to late October when winter starts, which lasts up

to early March. Winters in Bhopal are cool, sunny and

comfortable, with average daily temperatures around 16 °C (61

°F) and little or no rain. The winter peaks in January when

temperatures may drop close to freezing on some nights.

Lowest temperature ever recorded was 0.3C. Total annual

rainfall is about 1146 mm (46 inches).

Air EnvironmentThe existing quality of the air environment serves as an indexfor assessing the pollution load and the assimilative capacity ofany region and forms an important tool for planning projectactivity in the area. The Pre monsoon season Data [Secondarydata of MPPCB] was analyzed to understand the air quality inBhopal region and to assess the impacts on air environment.Analysis of nine year air quality data with respect to PM10 showsan increasing trend till 2008 and slight decrease in 2009. NO2

also showed an increasing trend but SO2 showed a decreasingtrend.

Noise EnvironmentNoise is an area of concern and the high noise levels may be

attributed to vehicular movement and congestion on the roads

as well as on-going construction work around the area High

noise levels are a concern for sensitive receptors, i.e., hospitals,

educational institutions, etc..

The ambient noise levels at Bhopal ranged from 59 to 91 dB (A).

Maximum noise levels were recorded between 8 and 9 PM on

Deepawali day [source: MPPCB]. The increased commercial

activities during the festival season and increased vehicular

traffic also contributed to the noise levels

Land EnvironmentIn modern economies, various types of activity, including

agriculture, residential and transportation, produce a large

amount of wastes and new type of pollutants. Sustainability of

soil productivity in the present scenario will encounter

constraints of degraded resource base, need for higher inputs

and energy use which leads to environmental degradation. It is

difficult and sometimes misleading to consider soil or land

without its environmental context, and concern for the soil and

its use is inseparable from the one for ecology as a whole.

Soil Type : - The land surface of Bhopal consists of black

cotton soil at various depths from 1 to 3.0 m in Bhopal. Black

soil is composed of Basaltic rocks mainly found in Deccan Trap

(Malwa Plateau). Such soil mainly consists of Iron and lime

rocks. The presence of iron gives it the Black color and the

presence of lime increases its moisture retention capacity

therefore needs less irrigation. Soil erosion is lesser in Black

soil. The yellow Murram is visible after black clay soil. They are

also called black cotton soil due to prominent presence of

Organic matter & high ion exchange materials. They are

famous for their expansion & shrinking characteristics due to

presence of clay. These soils possess alkaline pH. The result of

the permeability coefficient shows that soil is clay with some

silt content. This is a measure of the soils hydraulic

conductivity. It determines the rate at which water will migrate

through an aquifer towards well heads.

14. SOCIO ECONOMIC ENVIRONMENT

Socio-Economic ScenarioThis section discusses the baseline scenario of the socio-

economic environment in the study area and the anticipated

impacts of the Proposed Project on the socio-economic

environment. The issues under focus in this chapter are

demographic structure, economic activities, and education

literacy rate and infrastructure resources.

PopulationIn 2011, Bhopal had population of 2,371,061 of which male and

female were 1,236,130 and 1,134,931 respectively. In 2001

census, Bhopal had a population of 1,843,510 of which males

were 972,649 and remaining 870,861 were females. Bhopal

District population constituted 3.26 percent of total

Maharashtra population. In 2001 census, this figure for Bhopal

District was at 3.05 percent of Maharashtra population.

There was change of 28.62 percent in the population compared

to population as per 2001. In the previous census of India 2001,

Bhopal District recorded increase of 36.40 percent to its

population compared to 1991.

The initial provisional data released by census India 2011,

shows that density of Bhopal district for 2011 is 855 people per

sq. km. In 2001, Bhopal district density was at 665 people per

sq. km. Bhopal district administers 2,772 square kilometers of

areas.

Literacy

Average literacy rate of Bhopal in 2011 were 80.37 compared to

74.61 of 2001. If things are looked out at gender wise, male and

female literacy were 85.42 and 74.87 respectively. For 2001

census, same figures stood at 81.94 and 66.37 in Bhopal

District. Total literate in Bhopal District were 1,660,690 of

which male and female were 920,314 and 740,376 respectively.

In 2001, Bhopal District had 1,159,823 in its total region.

Gender RatioWith regards to Sex Ratio in Bhopal, it stood at 918 per 1000

male compared to 2001 census figure of 895. The average

national sex ratio in India is 940 as per latest reports of Census

2011 Directorate. In 2011 census, child sex ratio is 920 girls

per 1000 boys compared to figure of 925 girls per 1000 boys of

2001 census data

Table : Demographic Status of 2011 compared with 2001 for Bhopal

Description 2011 2001

Actual Population 2,371,061 1,843,510Male 1,236,130 972,649Female 1,134,931 870,861Population Growth 28.62% 36.40%Area Sq. Km 2,772 2,772Density/km2 855 665Proportion to Madhya PradeshPopulation

3.26% 3.05%Sex Ratio (Per 1000) 918 895Child Sex Ratio (0-6 Age) 920 925Average Literacy 80.37 74.61Male Literacy 85.42 81.94

Female Literacy 74.87 66.37Total Child Population (0-6 Age) 304,713 288,916Male Population (0-6 Age) 158,721 150,098Female Population (0-6 Age) 145,992 138,818Literates 1,660,690 1,159,823Male Literates 920,314 673,981Female Literates 740,376 485,842Child Proportion (0-6 Age) 12.85% 15.67%Boys Proportion (0-6 Age) 12.84% 15.43%Girls Proportion (0-6 Age) 12.86% 15.94%

Basic Infrastructure Facilities in VillagesAll the villages lying in the study area are well connected by

pitched roads. All the villages have at least a primary school, a

primary health centre, post office and branches of nationalized

bank. All the villages are connected by telephone and electricity

grid.

Project Description:AMALTAS INDIA LTD. is an organization of enthusiastic engineersand space planners and creative architects , rich in experience andhigh on commitment, which has helped the group to carryprofessional excellence. The group is founded on to motto to createbetter tomorrow by providing people with improved quality of life andliving standards.

“AMALTAS WESTMINSTER” is a development project of ” AMALTASINDIA LTD.” in North Central India in Bhopal on to Ayodiya Bye PassHighway. This Township is Coming in 20630 Sq.mt.(2.063 Ha.) ofarea. In this project, Residential Apartments are designed usingobject oriented technology. The project will provided a soothing goodHousing for inhabitants, while at the same time allowing us toexplore design patterns and other features object oriented technology.

Site Specific Details of Amaltas westminster

Particulars Details

Location Khasra No. 32/282/32/1/1KA/2,Village Raslakhedi,Tehsil Huzur,District- Bhopal

Type of Project Building and large constructionproject

Category B, Type- 8(a)

Elevation (m) 487 m above mean sea level (MSL)

Coordinates ;Latitude and Longitude

North / East Direction :- 23 18 29.00’ Nlatitude and 77 25 13.80 ’’E longitude, West /South Direction :- 23 18 26.35’ N latitude and77 25 13.50 ’’E longitude, South / EastDirection :- 23 18 26.05’ N latitude and 77 2517.87 ’’E longitude, East / North Direction :-23 18 28.63’ N latitude and 77 25 18.20 ’’Elongitude

Current status of land Residential Landuse as per DiversionLetter :-jk+0Á0—0 125/ v-2 /2013-14

Type of facilities Group Housing with basic amenities

Nearest Highway Ayudiya Bye Pass road (NH-12) (N)

Nearest railway station Bhopal Junction Railway Station: 8km

Nearest airport Raja Bhoj International Airport,Bhopal – 11 km

Seismic zone Seismic Zone-II as per BIS 2002 map.

Industrial Area Govindpura Industrial Estate: 6 km

Defense installations Cantt Area: 3 km

AMENITIES IN AMALTAS WESTMINSTERPlay AreaSecurityClub HouseBadminton CourtGymnasium Indoor Games

DRAWING & DINNING

Walls : Acrylic emulsion paint in pastel colors on walls. OBDon ceiling

Flooring : Vitrified flooring & skirting. Doors: Main entrance door in one sided teak veneer

lamination with eye & Lock. Windows/Glazing : Powder coated composite aluminum

frames with Shutter and panel for mosquito mesh. Electrical : ISI modular Switches, sockets\,copper wiring. All

circuits protected by MCB. TV/Telephone outlets & ACpoints. Separate internal Circuit With inverter line.

KITCHEN

Walls : Branded tiles in dado up to 2’height above kitchencounter Balance in acrylic emulsion /OBD paint on walls &ceiling

Flooring : Vitrified flooring & skirting, Doors: Water Proof, Painted Flush doors with standard

Hardware.

Windows/Glazing: Powder coated composite aluminumframes with Shutter and panel for mosquito mesh.

Electrical: ISI modular Switches , sockets\,copper wiring.All circuits protected by MCB. Separate internal CircuitWith inverter line.

Others: Granite working counter, Stainless steel sink.Provision of exhaust fan outlet & geyser point.

TOILET

o Walls : Branded tiles in dado up to 7’height and Balance inacrylic emulsion /OBD paint on walls & ceiling

o Flooring: Anti-Skid floor tiles.o Doors: Water Proof, Painted Flush doors with standard

Hardware.o Windows/Glazing : Powder coated composite aluminum

frames with Shutter and panel for mosquito mesh.o Electrical : ISI modular Switches , sockets\,copper wiring. All

circuits protected by MCB. Separate internal Circuit Withinverter line.

o Others : Hot & cold internal corrosion free piping withStandards make CP fitting and Sanitary fittings.

BEDROOMS

o Walls : Acrylic emulsion /OBD paint on walls & ceilingo Flooring : Vitrified flooring & skirting,o Doors: Water Proof, Painted Flush doors with standard

Hardware.o Windows/Glazing : Powder coated composite aluminum

frames with Shutter and panel for mosquito mesh.o Electrical : ISI modular Switches , sockets\,copper wiring. All

circuits protected by MCB. TV/Telephone outlets & ACpoints. Separate internal Circuit With inverter line Separateinternal Circuit With inverter line.

Area DetailsThe proposed residential project is planned in a plot measuring20630 sq.mt. (2.063 Hect.) at Village : Raslakhedi & Tehsil –Huzur, District-Bhopal (M.P.).

AREA DETAILS

S.N LAND USE AREA IN SQM

1 AREA UNDER 24.0 WIDE ROAD AREA

UNDER 18.0 WIDE ROAD

2280.63

1401.03

2 NET AREA UNDER PLANNING 16948.34

3 OPEN AREA I/C OPEN FOR SERVIECS (2409.99+ 220.87+173.14)

= 2804.00

4 PROPOSED AREA FOR SHOPPING 1313.00

5 PROPOSED AREA FOR L.I.G & E.W.S.

AREA

1911

Area Statement of Layout

S.N LAND USE AREA IN SQM

1 AREA UNDER 24.0 WIDE ROAD AREA

UNDER 18.0 WIDE ROAD

2280.63

1401.03

2 NET AREA UNDER PLANNING 16948.34

3 OPEN AREA I/C OPEN FOR SERVIECS (2409.99+ 220.87+173.14)

= 2804.00

4 PROPOSED AREA FOR SHOPPING 1313.00

5 PROPOSED AREA FOR L.I.G & E.W.S.

AREA

1911

Area Statement of Group Housing

S.

No

Building Floors Built-up Area in Sq. Mt.

1 Block A G + 7 17597.06

2 Block B 3rd + 7 14177.8

3 Block C G + 7 2308.25

4 (EWS + LIG) G + 3 1911

5 Club house G + 1 556.62

6 Shopping G + 3 1313

F.A.R. DetailsPermissible F.A.R.On Net PlanningArea

16948.34* 1.25 21185.4

Permissible F.A.R.On Area Under24.00 M. wide Road

2280.63* 1.25*2 5701.5

Permissible F.A.R.On Area Under18.00 M. wide Road

1401.03* 1.25*2 3502.5

Total PermissibleF.A.R. Achieved OnPlot Area

30389.57

Area Statement of EWS Building

(EWS + LIG) G + 3 1911

Club house G + 1 556.62

Shopping G + 3 1313

Built up StatementTotal Permissible F.A.R.Achieved On Plot Area

30389.57

Water Detail for Proposed project

Source of water Supply

The source of water supply will be Muncipal Water Supply . Itwill cater the domestic requirement whereas additional waterrequirement will be fulfilled by treated water .

S.NO. Item Description Requirement (KLD)

1. Domestic Water Requirement 230

2. Flushing Water Requirement 101

3. Landscaping & other use Recycled water

4. Total Water Demand 304

5. STP Capacity 310

Sewage Treatment PlantThe MoEF requirement mandate that this project should provideits own sewage treatment plant and recycle and reuse thetreated effluent to conserve the water from local municipalsupply.

It is proposal provides a captive sewage treatment of the entiredomestic and flushing waste generated in the apartment. It issuggested that the S.T.P. shall be based on MBBR which willprovide high efficiency plant, meeting the treated watercharacterization as per the state pollution control norms. Themain feature of the plant shall comprise of perforated screenchamber, oil and grease chamber, equalization tank, MBBRTank, Secondary tube settler, Sludge, sludge dry bed, Chlorinecontact tank, activated carbon filter, treated effluent storagetank, sludge storage sump etc.

It is proposed to install sewage treatment plant of capacity 310KLD for project area. The treated water from residential areareused for flushing, Horticulture and other purposes.

MBBR (Moving Bed Bio Reactor) TECHNOLOGY

MBBR technology employs thousand of polyethylene biofilmcarriers operating in mixed motion within an treated wastewatertreated basin. Each individual bio carrier increases productivitythrough providing protected surface area to support the growthof heterotrophic and autotrophic bacteria within its cells. It isthis high-density population of bacteria that achieves high-ratebiodegradation within the system, while also offering processreliability.

This technology provides cost-effective treatment with minimalmaintenance since MBBR processes self-maintain an optimumlevel of productive biofilm. Additionally, the bio film attachment

to the mobile bio carriers with in the system automaticallyresponds to load fluctuations.

PROCESS BENEFTS

o Compact Designo A fraction of the size of conventional systemso Expandableo Capacity can be easily upgraded by simply increasing the

fill fraction of bio film carrierso Single Pass Processo No return activated sludge stream requiredo Load Responsiveo Actively sloughed bio film automatically responds to load

fluctuationso Minimum Maintenanceo No F/M ratios or MLSS levels to maintain

MBBR processes are an excellent solution for commonwastewater applications including :

BOD Reduction Nitrification Total Nitrogen Removal

Moving Bed Bio Film Reactor systems deliver a flexible, Cost-effective, and easy-to-operate means to address currentwastewater requirements and the expandability to meet futureloads or more stringent discharge requirement within a compactdesign.

METHOD OF OPERATION

o Source of water : Sewageo Treatment Concept : Preliminary treatment + Aerobic

biodegradation treatment followed by tertiary treatment

o Treatment objective : To use the water for safe disposalor to use the water in auxiliary purposes like flushing,gardening etc.

Capacity : 310 KLD/Day

Raw Sewage Characteristics :Expected characteristics of the raw effluent and treated effluent will be as follows:

Characteristics of Waste Water before Treatment and afterTreatment

Parameter Pre-Treatment Post-Treatment

PH 7.5 to 8.0 7.5 to 8.0

TSS 250-400 mg/l less than 5 mg/l

BOD 250-450 mg/l less than 5 mg/l

COD 600-800 mg/l less than 10 mg/l

OIL AND GREASE 50-100 mg/l NIL

DETERGENT 50-100 mg/l NIL

Outlet characteristic considered for designing the proposed sewage treatmentplantNOTE: Treated sewage will be suitable for flushing and gardening.

TREATMENT SCHEME :Primary Treatment ;Raw sewage generated will be passed through screen chamber.Bar screens will be provided for removing any type of floatablematter in the raw sewage which will be scrapped out andcollected in drums. clear sewage will be collected inEqualization/Collection Tank for equalizing the sewage. Aerationgrids will be provided for mixing purpose. Equalization sewagewill be pumped to MBBR tank for further treatment.

Secondary Treatment ;The Moving Bed Bio-film Reactor will be filled with the specifiedquantity of bio media made of light weight plastic material toenhance the surface area growth of microorganism. Oxygenrequired for the bacterial growth will be supplied throughFine/Coarse Bubble Diffuser systems. The system envisagesoxygen transfer because of fine/coarse bubbles and increasedcontact with the sewage.The overflow from MBBR tank will begravitating to secondary tube settler. To increase the retentiontime of settling tank, PVC tube settler will be provided. This unitis provided to arrest the sludge from leaving the system. Thearrested sludge will be taken to the sludge Holding Tank.Collected Sludge will be pumped to the Filter Press for de-watering. The filtrate from filter press will be taken to theequalization cum collection tank. Clear overflow from tubesettler will be gravitated to further tertiary treatment. Driedsludge from filter press can be used as manure or can bedisposed off as per statutory norms.Tertiary Treatment ;Overflow from the tube settler will be gravitated to ChlorineContact Tank where provision will be made for hypochloritedosing as required for disinfection. Dosing will be done bypumping. Treated sewage will be pumped to pressure Sand Filterfollowed by Activated Carbon Filter. Treated sewage from carbonfilter will be used for gardening and flushing.

SECONDARY TUBESETTLER

CHLORINE CONTACTTANK

PRESSURE SANDFILTER

ACTIVATED CARBONFILTER

EQUALIZATION CUMCOLLECTION TANK

HYPOCHLORITEDOSING

FILTER PRESS

SCREEN CHAMBER

MBBR TANK

FILTRATE

SLUDGE RECYCLING

EQUALIZATION CUMCOLLECTION TANK

SLUDGE HOLDINGTANK

FLOTABLE MATTER DISPOSEDOFF WITH MSW

BACK WASH WATER

BACK WASH WATER

FINAL TREATEDWATER TANK

GARDEN & FLUSHING

PROCESS FLOW DIAGRAM FOR STP

DISPOSED OFF WITH MSW

Rain Water Harvesting

The Average Annual of rainfall has been considered as 1000 mm(1m).The rainwater harvesting will be done for rooftop areas throughpercolation wells. The harvested water will be used for artificialand will not be stored. A network of percolation wells has beenproposed for artificial recharge of ground water.On the completion of rooftop rainwater harvesting, road runoffrainwater Harvesting, open land area rainwater harvesting, thetotal recharge potential of the proposed project would be asunder :

Area (m2)

Maximum

Rainfall

Intensity

(m/h)

Runoff

Coefficient

Total storm

water

(cum/h)

Roof area 6060 0.04 0.8 193

SurfaceGreen

Area(Excludingwallcreepers)

2804 0.04 0.1 11.21

Paved area 3927.90 0.04 0.7 109.9

Total 314.19

After completion of the project and rainwater harvestingstructures, there will be total ground water recharge would be314 m3/annum. Proposed recharge potential to be created by

the project would improve ground water regime of the area andwould contribute to positive groundwater environment.

The Detail of Percolation well is attached with Form 1A asAnnexure VI.

Fig : Typical Sectionof Recharge Pit

SOLID WASTE CALCULATION :

Break-up of expected generation of Municipal Solid Waste (MSW)

from the project is given below:

Population of project area *MSW Generation

Mt./day

Permanent Population (fully

occupied operational phase)

2235 1.148

Floating Population

(construction phase)

112 0.001

Total 1.149

*Source : Management of Municipal Solid Waste, CPCB, MOEF ( MSW

Generation is assumed to be 0.515Kg / capita / day from Permanent

Population during fully occupied operational phase and 0.01Kg /

capita / day from floating Population during construction phase )

As per ” CPHEEO manual on Municipal solid waste management”

temporary arrangements will be done for municipal solid &liquid

waste management during construction phase while during

operational phase arrangements will be made with local municipal

authority for solid waste disposal segregation of waste and recycling

will be practiced.

Description of fire Tender MovementThe entire building shall be provide with a centralized firesuppression system comprising over head water storage tanks,dedicated fire pumps on terrace, hose reels, wet riser, yardhydrants and sprinkler system as per national building code.Each floor will have fire hydrant station and each lobby shall beprovided with one set extinguisher. In the proposed projectautomatic fire detection And Alarm system shall be provided. Anindependent fire hydrant ring main is proposed to run aroundthe buildings.

Electricity Consumption/Back up SourcePower would be drawn from MPEB. The total Maximum demandwould be 1200 KW.

Table 10: Energy Conservation MeasuresAdopted

Sl. Energy Efficient Features1. Maximum utilization of natural light2. CFL in the common areas and fluorescent lamps wherever necessary3. Use of solar lights in open areas and landscaped area with 20% dual

lighting system.4. All openings are shaded to reduce heat loss6. U-values of roof, external wall and fenestration will meet requirements

as specified in theEnergy Conservation Building Code (ECBC)7. The water supply pumping system will be provided with variable speeddrive to conserveenergy at part load.8. Compliance for Window glazing U-values if window to wall ratio is morethan 30%9. Application of Day light sensor, motion sensor and timers.

10. Use of BEE 4-star rated or equivalent appliances11. Orientation of building towards north, appropriately designed windows,

and double lightroof so that maximum day lightening to all spaces is achieved12. Minimum glazing factor in regularly occupied spaces

Permissible U-values (W/m2 °C) as per ECBC:Roof: 0.409, External wall: 0.44, Fenestration: 3.3

500 M. Radius from site

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