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[GROUP HOUSING PROJECT AT GH-03C, SECTOR-144, NOIDA,] M/s Gulshan Homz Pvt. Ltd. CONCEPTUAL PLAN

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GROUP HOUSING PROJECT

AT

GH-03C, SECTOR-144

NOIDA, UP

For

M/s GULSHAN HOMES AND

INFRASTRUCTURE PVT.LTD

ENVIRONMENT

CONSULTANT

En-vision Enviro Technologies

Pvt. Ltd.

(NABET/EIA/364/IA-018(Rev. 1)

dated 07/04/2015

A-73 3rd floor, Noida

[GROUP HOUSING PROJECT AT GH-03C, SECTOR-144, NOIDA,] M/s Gulshan Homes and Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

Contents

1. INTRODUCTION ...................................................................................... 5

1.1 General .............................................................................................. 5

1.2 Brief about Project Proponent ............................................................. 5

1.3 Brief about Project .............................................................................. 6

2 SITE DESCRIPTION ................................................................................. 6

2.1 Location ............................................................................................. 6

2.2 Co-ordinates ....................................................................................... 6

2.3 Site Connectivity ................................................................................ 6

3 AREA DETAILS ........................................................................................ 7

3.1 Area Statement ................................................................................... 7

3.2 D.U. and Facilities Proposed ............................................................. 10

3.3 Population Details ............................................................................ 10

3.3.1 During the Construction Phase ................................................... 10

3.3.2 During Operational Phase ........................................................... 10

3.4 Project Cost ...................................................................................... 11

4 LAND DETAILS ...................................................................................... 11

4.1 Topography ...................................................................................... 11

5 WATER DETAILS (FRESH WATER AND WASTEWATER) ......................... 11

5.1 Construction Phase .......................................................................... 11

5.2 Operational Phase ............................................................................ 11

5.3 Sewage Generation and Disposal ...................................................... 15

5.3.1 During Construction Phase ......................................................... 15

5.3.2 During Operational Phase ........................................................... 15

5.3.3 Preventive measures to Avoid Leaching ....................................... 19

6 RAINWATER HARVESTING AND STORM WATER DRAIN ........................ 19

6.1 Need for Rainwater Harvesting .......................................................... 20

6.2 Rainwater Harvesting Network .......................................................... 20

7 PARKING DETAILS ................................................................................ 23

8 POWER DETAILS ................................................................................... 24

8.1 D.G. set details ................................................................................. 24


9 SOLID WASTE GENERATION, COLLECTION, TRANSPORT and disposal 24

9.1 During Construction Phase ............................................................... 24

9.2 During Operational Phase ................................................................. 25

9.2.1 Collection and Segregation of waste ............................................ 26

9.2.2 Treatment of Waste ..................................................................... 26

9.2.3 Disposal ..................................................................................... 27

10 LANDSCAPE DETAILS ........................................................................... 27

11 LIST OF CONSTRUCTION MATERIAL ..................................................... 29


LIST OF TABLES

Table 1 : Land Use Split Up of the Project Site ................................................ 7

Table 2 : Area Statement ................................................................................ 7

Table 3 : FLOOR WISE ARE DETAILS ............................................................. 9

Table 4 : Details of Dwelling Units ................................................................ 10

Table 5: Population breaks up ...................................................................... 10

Table 6 : Project Cost Detail ......................................................................... 11

Table 7 : Calculation for Daily Water Demand .............................................. 12

Table 8: Wastewater Details ......................................................................... 16

Table 9 : ECS Required ................................................................................ 23

Table 10 : ECS Proposed .............................................................................. 23

Table 11: Calculation of solid Waste Generation ........................................... 25

Table 12 : Landscape Area Details ................................................................ 27

Table 13 : List of Trees ................................................................................. 28

LIST OF FIGURES

Figure 1: Water Balance during Dry Season ................................................. 13

Figure 2: Water Balance Diagram during Monsoon Season ........................... 14

Figure 3 : Flow Diagram of STP .................................................................... 16

Figure 4 : Section Detail of De silting chamber and RWH Pit ......................... 22

Figure 5: Solid Waste Management for Construction Phase .......................... 25

Figure 6: Solid Waste Management Scheme (Operation Phase) ..................... 27

LIST OF ANNEXURE

Annexure 1 : Land Documents ..................................................................... 11

Annexure 2 : Master Plan of Noida 2021 ....................................................... 11


CONCEPTUAL PLAN

1. INTRODUCTION

1.1 General

As per the EIA Notification 2006, all new projects or activities listed in

the Schedule to this notification, shall require prior environmental

clearance from the concerned regulatory authority which shall

hereinafter referred to be as the Central Government in the Ministry of

Environment Forest and Climate Change for matters falling under

Category „A‟ in the Schedule and at State level the State Environment

Impact Assessment Authority (SEIAA) for matters falling under Category

„B‟ in the said Schedule, before any construction work, or preparation of

land by the project management.

All the building construction projects/Area Development projects and

Township Projects comes under schedule 8.All the Building construction

Projects which have built up area ≥20000 m2 and <1, 50,000 m2 they

come under schedule 8 (a).

Total Built up area of the Proposed Group Housing Project is 1,

03,408.916 m2. Which comes under schedule 8 (a) of listed schedules to

Notification and has to obtain the Environment Clearance from SEIAA,

UP.

1.2 Brief about Project Proponent

Gulshan Homes and Infrastructure Pvt. Ltd. is incorporated in 2010 and

it is foundation laid by Directors, Mr. Gulshan Nagpal,Rajesh Nagpal

and Deepak Kapoor and the foresightedness of these persons has helped

the company envision and improvise its skills.

While fire, water, wind, earth and sky are the five indispensable aspects

of our environment, Gulshan Homes calls quality, faith, professionalism,

truthfulness and passion as the five element of its blueprint.

They have completed many landmark projects in building construction.

E.g. Gulshan Ikebana, Gulshan bellina, Gulshan Vivante and Many

More.


1.3 Brief about Project

After successful delivery of various projects in NCR, the developers are coming

up new Group Housing Project in Sector-144 Noida with all the amenities like:

Foundation on concrete Raft/Piles, Earthquake Resistant

structure, RCC framed construction, design as per latest

Indian Standards.

STP for sewage disposal

Fire-fighting, fire detection and alarm system.

Rain water harvesting pits

Adequate Parking space

Neighborhood shopping facility

2 SITE DESCRIPTION

2.1 Location

The Residential Group Housing Project “Gulshan Botnia” is located at plot no.

GH-03C, Sector-144, Noida, UP.

2.2 Co-ordinates

The geographical co-ordinates of the site from four corners are:

28°29'47.50"N, 77°26'22.35"E

28°29'45.26"N, 77°26'25.42"E

28°29'50.42"N, 77°26'29.94"E

28°29'52.56"N, 77°26'26.75"E

2.3 Site Connectivity

The project site is well connected to transport facilities. Noida Greater Noida

Expressway is about 1.42 km (South) away from the Project site. Project site is

about 3.76km (East) from Dadri Main Road. The nearest National highway to

the site is NH-2 which is approx. 13.5km (West) away from the site. Nearest

railway station is being Dadri Railway station which is at the distance of

approx.10.6km (NE).Indira Gandhi International Airport is approx. 32.7 km

(NW) away from the Site.

(Source: Google Earth Pro)


3 AREA DETAILS

3.1 Area Statement

The developer has proposed the construction of residential buildings at plot

no. GH-03C, Sector-144, Noida. The land is falls under Special Economic Zone

of Noida Master Plan – 2021. The project will be constructed as per the Noida

building bye laws-2010 and amended in 2015 (UP).

Site is having plot area of 21,494.800 m2 (5.31 Acre) and proposing 12

Residential Towers with other amenities e.g. community, commercial and

watchman shelter etc.

Split-up area details of the project site and built-up area statement is given in

Table 1 and Table 2 .The Floor wise Area details are given in Table 3.

Table 1 : Land Use Split Up of the Project Site

S.No. Description Area in m2 Percentage (%)

1. Ground Coverage

Residential

Commercial

Community

Watchman Shelter

6,233.047

5,138.342

620.103

444.602

30.000

29

23.90

2.88

2.068

0.14

2. Landscape Area 7,810 36.33

3. Parking Area (Open) 1,312.5 6.11

4. Open Area (Including Internal

Road)

6,139.253 28.56

5. PLOT AREA 21,494.800 100

Table 2 : Area Statement

S.No. Particulars Area (m2)

1. Plot Area 21,494.800

2. Permissible Ground Coverage (35%) 7,523.18

3. Proposed Ground Coverage (28.997%)

Residential

Commercial

Community

Watchman Shelter

6,233.047

5,138.342

620.103

444.602

30.000

4. Total FAR

Permissible FAR (2.75)

Additional FAR (For Green Building)

62,066.235

59,110.7

2,955.54


5. FAR Achieved

Residential FAR

Commercial FAR

Community FAR

62,061.98

59,793.14

620.10

1,648.74

6. Ancillary FAR (15% total FAR)

Proposed Ancillary FAR

9,309.94

9,238.676

7. Built Up Area 1,03,408.931

8. Basement Area

Area For Parking

17,586.135

1,6251.206

9. Podium Area

Area For Parking

8,912.402

8,245.694

10. Stilt Area 3,532.006

11. Mumty and Machine Room Area 2,077.732

12. Open Area 15,261.753

13. Proposed Landscape Area (51.17% of Open Area) 7,810

14. Height of Tallest Building (Tower A&M) S+19


Table 3 : FLOOR WISE ARE DETAILS

Tower A Tower B Tower C Tower D Tower E Tower F Tower G Tower H Tower J Tower K Tower L Tower M Commercial Community Total FAR No. of units

Ground Floor

100.083 87.681 87.681 88.992 88.992 100.553 100.553 88.992 88.992 87.681 87.681 100.083 620.103 444.602 2172.669 0

1st Floor 274.565 299.130 299.130 264.717 264.717 345.360 345.360 264.717 264.717 299.130 299.130 274.565 986.577 4481.815 46

2nd Floor 271.706 295.880 295.880 261.467 261.467 342.223 342.223 261.467 261.467 295.880 295.880 271.706 217.558 3674.804 46

3rd Floor 356.776 295.880 295.880 261.467 261.467 342.223 342.223 261.467 261.467 295.880 295.880 356.776 3627.386 48

4th Floor 356.776 295.880 295.880 261.467 261.467 342.223 342.223 261.467 261.467 295.880 295.880 356.776 3627.386 48

5th Floor 356.776 295.880 295.880 261.467 261.467 342.223 342.223 261.467 261.467 295.880 295.880 356.776 3627.386 48

6th Floor 356.776 295.880 295.880 261.467 261.467 342.223 342.223 261.467 261.467 295.880 295.880 356.776 3627.386 48

7th Floor 356.776 295.880 295.880 261.467 261.467 342.223 342.223 261.467 261.467 295.880 295.880 356.776 3627.386 48

8th Floor 356.776 295.880 295.880 261.467 261.467 342.223 342.223 261.467 261.467 295.880 295.880 356.776 3627.386 48

9th Floor 356.776 295.880 295.880 261.467 261.467 342.223 342.223 261.467 261.467 295.880 295.880 356.776 3627.386 48

10th Floor 356.776 295.880 295.880 261.467 261.467 342.223 342.223 261.467 261.467 295.880 295.880 356.776 3627.386 48

11th Floor 356.776 295.880 295.880 261.467 261.467 342.223 342.223 261.467 261.467 295.880 295.880 356.776 3627.386 48

12th Floor 356.776 295.880 295.880 261.467 261.467 342.223 342.223 261.467 261.467 295.880 295.880 356.776 3627.386 48

13th Floor 356.776 295.880 295.880 261.467 261.467 342.223 342.223 261.467 261.467 295.880 295.880 356.776 3627.386 48

14th Floor 356.776 295.880 295.880 261.467 261.467 342.223 342.223 261.467 261.467 295.880 295.880 356.776 3627.386 48

15th Floor 364.381 295.880 349.894 349.894 295.880 364.381 2020.310 24

16th Floor 356.776 295.880 342.223 342.223 295.880 356.776 1989.758 24

17th Floor 356.776 342.223 342.223 356.776 1397.998 16

18th Floor 356.776 342.223 342.223 356.776 1397.998 16

19th Floor 356.776 342.223 342.223 356.776 1397.998 16

6719.151 4825.011 4233.251 3752.78 3752.78 6613.598 6613.598 3752.78 3752.78 4233.251 4825.011 6719.151 620.103 1648.737 62,061.982


3.2 D.U. and Facilities Proposed

The Developer is proposing 12 Residential Towers (A to M) with other

amenities e.g. community, commercial and watchman shelter etc. Total 764 of

dwelling units are being proposed at the site. Details are given in Table 4

Table 4 : Details of Dwelling Units

S.No. Towers Type No. of D.U.

1. Tower –A/M 3B+2T 74×2

2. Tower-B/L 2B+2T+Study 64×2

3. Tower-C/K 2B+2T+Study 56×2

4. Tower-D/E/H/J 2B+2T 56×4

5. Tower-F/G 3B+2T 76×2

Total no. of D.U. Proposed 764

3.3 Population Details

3.3.1 During the Construction Phase

The total manpower requirement during construction phase of the this group

housing project will be approximate 100-120 persons which includes

workmen, labourers, supervisors, engineers, architect and Manager.

3.3.2 During Operational Phase

The total population of the project will be 4,288 persons that include staff as

well as commercial population. The detailed population breakup is given below

in the following Table 5.

Table 5: Population breaks up

S.No. Unit Type Nos./FAR (m2) PPU Total Population

1. Main Dwelling Units 764 4.5 3,438

2. Staff (Club+ community) 250

3. Floating population 600

Total Population 4,288

(Source:http://www.noidaauthorityonline.com/NOIDA_Building_Regulati

on_English_1.pdf )

http://www.noidaauthorityonline.com/NOIDA_Building_Regulation_English_1.pdf




3.4 Project Cost

The total cost of the project is 340 Crores which includes the land cost as

well as the development cost. Cost details are given in Table 6

Table 6 : Project Cost Detail

S.no. Particulars Amount (Rs.in Crores)

1. Land Cost 125

2. Estimated Cost of Building construction 215

Total Cost 340

4 LAND DETAILS

The lease deed documents of land are enclosed as

Annexure 1 : Land Documents

Land has been allotted for residential purposes under SEZ of Noida Master

Plan 2021.the site is vacant So, No temporary change in land use, land cover

or topography will occur. Master Plan is attached.

Annexure 2 : Master Plan of Noida 2021

4.1 Topography

There are no significant physiographic features seen at the project site or the

surroundings. The entire area is monotonously flat. The project area possesses

plain terrain. Highest contour levels are 99.002 m & the lowest levels are

99.460 m. The Difference between the highest & lowest level is 0.46 m.

5 WATER DETAILS (Fresh Water and Wastewater)

5.1 Construction Phase

During the construction phase the water requirement (approx. 517 ML) will be

met from Private water. No ground water will be extracted. Hence, there will be

no impacts on ground water environment during construction phase.

5.2 Operational Phase

The water supply will be through Municipal supply. The total water

requirement will be approx 363 KLD during operation phase out of which total


domestic water requirement is 251KLD. The daily water requirement

calculation is given below in Table 7

Table 7 : Calculation for Daily Water Demand

S. No. Description Populati

on/ Area

(m2)

Rate of

water

demand

(LPCD)

Total water

required

(KLD)

Domestic/f

resh water

use (KLD)

Flushi

ng/

water

(KLD

)

Total

Wastewa

ter

(KLD)

1. Residential Population

Housing 3438 86 295.6 223.47 72.19 250.97

Staff 250 45 11.2 3.50 8.00 10.80

Visitor 600 15 9 3.60 5.40 8.28

2. Horticulture 7810 3 ltrs./ m2 23.4

3. Filter Backwash 10 10.000 8.000

4. Swimming Pool 10 10 8.000

5. Fire fighting Tank 1% of total water

requirement

3.8

6. Total Water

Requirement 363 250.570 85.59 286.05

SAY 363 251 86 286

Total quantity of wastewater generation will likely to be 286 KLD. The

generated sewage will be collected and treated in the in-house Sewage

Treatment Plant of 340 KLD capacity. The treated wastewater will be used for

DG Cooling, flushing and gardening. The surplus Treated wastewater will be

discharge to Municipal Sewer and miscellaneous purposes. Water Balance

diagram during Dry season and Monsoon season are shown below

Figure 1 and Figure 2


Figure 1: Water Balance during Dry Season


Figure 2: Water Balance Diagram during Monsoon Season


5.3 Sewage Generation and Disposal

5.3.1 During Construction Phase

The quantity of sewage generation during the construction phase will be

approx. 4.7 KLD. Thus the sewage will be treated by providing small septic

tanks, soak trenches and sulabh shauchalaya type mobile toilets.

5.3.2 During Operational Phase

Quantity of sewage generated during operational phase shall be 286 KLD.

Thus the sewage will be treated through sewage treatment plant of capacity

340 KLD. The treated sewage will be for flushing (86 KLD) greenbelt

development (24 KLD) .However the excess treated sewage of about 119 KLD

during dry season and 143 KLD during Monsoon Season will be discharged

into nearby municipal sewer.

5.3.2.1 Sewerage Treatment Technology

FAB TECHNOLOGY

5.3.2.1.1 Sewerage System

An external sewage network shall collect the sewage from all units, and flow

by gravity to the proposed sewage treatment plant.

Following are the benefits of providing the Sewage Treatment Plant in the

present circumstances:

Reduced net daily water requirements, source for Horticultural purposes

by utilization of the recoverable waste water.

Reduced dependence on the public utilities for water supply and

sewerage systems.

Sludge generated from the Sewage Treatment Plant shall be rich in

organic content and an excellent fertilizer for horticultural purposes.

Wastewater details are given in Table 8


Table 8: Wastewater Details

Particulars Quantity

Daily load 286 KLD

Duration of flow to STP 24 Hours

Temperature 320 C

Inlet Outlet (Treated Wastewater )

pH 6.0 – 9.0 7.0-8.0

T.S.S. (mg/l) 300-400 <10

BOD5 270 C (mg/l) 250-300 <20

COD (mg/l) 400-600 <50

Oil & grease ABS (mg/l) <50 <10

Figure 3 : Flow Diagram of STP


5.3.2.1.2 Technology

The technology is based on attached growth aerobic treatment followed

by clarification by a tube settler. Lime will be dosed in for suppression of

foaming tendencies. The clarified water will be filtered in a pressure

sand filter after dosing of coagulant (alum) for removal of unsettled

suspended impurities. This water will be passed through an activated

carbon filter for removal of organics. The filtered water from ACF is then

chlorinated & stored in the flushing tank. The attached growth fluidized

aerobic bed reactor (FAB) process combines the biological processes of

attached & suspended growth. It combines submerged fixed film with

extended aeration for treatment of the waste water.

The waste water after screening is collected in an equalization tank. The

equalization tank is required for preventing surges in flow & facilitating

equalization of characteristics over the entire quantity of effluent in a

given time. A provision for pre-aeration is made in the equalization tank

in order to ensure mixing & to prevent the sewage from going septic.

The equalized sewage is then pumped into the FAB reactor for biological

processing. The water enters the bottom of the reactor & flows up

through the fixed film media which grossly enhances the hydraulic

retention time & provides a large surface area for growth of biological

micro – organisms. The FAB reactor is aerated by fine pore sub – surface

diffusers which provide the oxygen for organic removal. The synthetic

media floats on the water & the air agitation ensures good water to

micro-organism contact.

The FAB treatment is an attached growth type biological treatment

process where in, the majority of biological activity takes place on the

surface of the PVC media. Continuous aeration ensures aerobic activity

on the surface of the media. Micro – organisms attach themselves on the

media & grow into dense films of a viscous jelly like nature. Waste water

passes over this film with dissolved organics passing into the bio-film

due to concentration gradients within the film. Suspended particles &


colloid may get retained on this sticky surface where they are

decomposed into soluble products. Oxygen from the aeration process in

the waste water provides oxygen for the aerobic reactions at the bio-film

surface. Waste products from the metabolic processes diffuse outward &

get carried away by the waste water or air currents through the voids of

the media.

The aerated effluent passes into a tube deck settler for clarification. The

theory of gravity tube settler system is that the carrier fluid maintains

laminar flow in the settling media at specified maximum viscosity. These

two parameters of a carrier fluid, flowing through a hydraulic

configuration, will determine the velocity gradients of the flow, the

height of boundary layer at the inclined surface and the residence time

within the media.

The carrier fluid must be viscous Newtonian, exhibiting a Reynolds

number of less than 1000 and preferably, a number under 400. The

laminar flow, through the inclined tubes, will produce velocity gradients

sufficiently large to form an adequate boundary layer, where the velocity

of fluid approaches zero. Boundary layers are necessary in functioning

tube settlers, to allow suspended solids to separate from the viscous

carrier fluid. Under gravitational forces, they will settle to the hydraulic

surface of the tube and subsequently from the clarifier media.

Since the tubes are inclined at 60 degrees, solids settled on the tubes

are continually discharged down. This downward rolling action

increases particle contact and hence further agglomeration, which

increases the sludge settle ability. Studies show that these agglomerated

sludge particles can have a settling rate in excess of ten times the

settling rate of the individual floc particles in the influent. These heavy

agglomerated masses quickly slide down the 60 degree inclined tube

and settle at the bottom of the tank.


Excess sludge from the bottom of the Tube settler shall be transferred

into an adjoining aerobic digester cum thickener tank. In this tank

sludge shall be aerated. The air shall be shut off periodically and

supernatant water will be led back into the Equalization Tank. This way

the sludge shall be thickened and its volume shall be reduced. The

thickened sludge will be further solidified using a centrifuge or a filter

press and the solid cakes will be used as manure in horticulture.

The treated and disinfected water from the Chlorine Contact Tank will

be passed through a Multigrade Filter, an Activated Carbon Filter and a

Softener and then stored in a Treated Sewage Water Tank. Water from

this tank will be used for the Cooling of DG system and for horticulture

and other recreational activity within the site.

5.3.3 Preventive measures to Avoid Leaching

Treated sewage from Sewage Treatment Plant will be conveyed to Treated

Sewage Tank through pipelines. All the joints from piping system will be

checked periodically and carrying treated wastewater pipes will be laid in

conduits wherever road crossings are expected. Garland drains will be

constructed all around the Residential Complex for intercepting water from

outside and inside. Thus no leaching of treated sewage into nearby water

courses shall take place. Supervisors will be employed for overall operation &

maintenance of water supply, waste water treatment and other utility services.

6 RAINWATER HARVESTING AND STORM WATER DRAIN

A rainwater harvesting system comprises components of various stages -

transporting rainwater through pipes or drains, filtration, and recharging the

ground water through tanks. Percolation pits will be constructed for ground

water recharge.

Runoff from the first spell of rain carries a relatively large amount of

pollutants from the air and catchments surface so the system will be provided


with a filtration pit consisting of layers of sand, gravel and pebbles of relevant

sizes to remove impurities from the collected rainwater.

6.1 Need for Rainwater Harvesting

Surface water is inadequate to meet the daily demand and we have to depend

on ground water.

Due to rapid urbanization, infiltration of rain water into the sub-

soil has decreased drastically and recharging of ground water has

diminished.

Rainwater harvesting prevents the flooding of low-lying areas in

the site.

6.2 Rainwater Harvesting Network

Rain water harvesting pits will be constructed all around the compound wall

to collect rain water. Excess storm water will be allowed to drain into the

external storm drain.

Rain water harvesting has been catered to and designed as per the guideline of

CGWA. Peak hourly rainfall has been considered as 0.025 m/hr. The recharge

pits of 2mtr length, 1.75 mtrs breadth and 1.5 mtr depths will be constructed

for recharging the water. The ground water level in the area is ranges from 20-

30 meters bgl. The bottom of the recharge structure will be kept 5 m above

this level. At the bottom of the recharge pit, a filter media is provided to avoid

choking of the recharge bore.

The pit will be filled with rounded pebble 50 to 75mm size. The sectional detail

of the proposed rain water recharge pit is provided in Figure 4

The path ways around the harvesting lines will be graded to facilitate drainage

into trenches proposed around the compound. Recharge wells/pits are

envisaged along the path of the storm water drains for rain water recharging &

surplus water from the recharge wells/pits shall be diverted to the storm

water drainage network.

The collected storm water will be allowed to percolate to the sub-soil by

suitably designed percolation pits. The pits will be designed based on the soils


percolation capability. The subsoil water table is high in these areas and

however harvesting pits with bores will be provided.

Percolation pits of suitable numbers will be provided for recharge of ground

water potential. A total of 5 rain water harvesting pits will be constructed. The

quantity of storm water load for the proposed construction project is given

below.

Calculations for storm water load

Roof-top area = Ground Coverage = 6,233.047 m2

Runoff Load

Roof-top Area = 6,233.047 × 0.025 × 0.85 = 132.45m3/hr

Total Runoff Load = 132.45m3/hr

Taking the effective length, breadth and depth of desilting chamber and

Recharge pit as (5×1.75×2.5mtrs) and (2×1.75×1.5mtrs) respectively,

Total Combined capacity of Desilting chamber and Recharge Pit = 27.13m3

Hence No. of pits proposed = 132.45 /27.13 = 4.8 ≃ 5


So, Total of 5 Rain Water Harvesting pits are being proposed for artificial rain

water recharge within the project premises.

Figure 4 : Section Detail of De silting chamber and RWH Pit


7 PARKING DETAILS

Adequate provision will be made for car/vehicle parking at the project site.

There shall also be adequate parking provisions for visitors so as not to

disturb the traffic and allow smooth movement at the site.

Proposed project will be consists of basement, stilt, Podium and open parking.

The parking space criteria and area requirement provided are summarized in

the Table 9 and Table 10 Parking details are designed as per Noida Building

Bye Laws.

Table 9 : ECS Required

Description MoEF Norms Noida bye

Laws

FAR (m2) As per

MoEF

As per

Noida bye

Laws

Residential

Area

1 ECS/100 m2

FAR area

1 ECS/80 m2

Perm. FAR

area

Permissible :

62,066.235

Proposed :

62,061.98

621 776

Source:http://www.noidaauthorityonline.com/NOIDA_Building_Regulatio

n_English_1.pdf

http://envfor.nic.in/divisions/iass/Construction_Manual.pdf

Table 10 : ECS Proposed

S.no. Description Area (m2) Area required

for 1ECS (m2)

Parking Proposed (ECS)

1. Basement 16,251.206 30 541

2. Podium 8,245.694 30 274

3. Stilt 3532.006 30 117

4. Open 1312.50 20 65

TOTAL ECS PROPOSED 997 ECS

5% of total parking will be reserved for handicapped /senior citizens near the

lifts/escalators.




http://envfor.nic.in/divisions/iass/Construction_Manual.pdf


8 POWER DETAILS

The power shall be supplied by NPCL (Noida Power Corporation Limited). The

total connected load for the project will be 2,370 kVA. The load will be

supplied by transformers of total 3000 kVA capacity, (2×1500kVA each)

8.1 D.G. set details

There is provision of 3 no. of DG sets of total 2,010 kVA capacity (2×500 and

1× 1010 kVA each) for power back up in the Residential group housing colony.

The DG sets will be equipped with acoustic enclosure to minimize noise

generation and adequate stack height for proper dispersion.

9 SOLID WASTE GENERATION, COLLECTION, TRANSPORT AND

DISPOSAL

9.1 During Construction Phase

The solid waste expected to be generated during the construction phase will

comprise of excavated materials, used bags, bricks, concrete, MS rods, tiles,

wood etc. The following steps are proposed to be followed for the management

solid waste:

Construction yards are proposed for storage of construction materials.

The excavated material such as topsoil and stones will be stacked for

reuse during later stages of construction.

Excavated top soil will be stored in temporary constructed soil bank and

will be reused for landscaping of the group housing colony project.

Remaining soil shall be utilized for refilling / road work / rising of site

level at locations/ selling to outside agency for construction of roads etc.

Construction waste management is shown in Figure 5


Figure 5: Solid Waste Management for Construction Phase

9.2 During Operational Phase

During the operation phase, waste will comprise domestic, agricultural

waste and commercial waste. The total solid waste generated from the

project shall be mainly domestic waste and estimated quantity of the waste

shall be approx. 1,872 kg per day (@ 0.5 kg per capita per day for

residents, @ 0.15 kg per capita per day for the visitor, 0.25 kg per capita

per day for the staff members and landscape wastes @ 0.2

kg/acre/day).quantity of solid waste generation is given in Table 11

Table 11: Calculation of solid Waste Generation

Category Counts (heads) Waste Generated (kg/day)

General 3,438 @ 0.50 kg/day 1,719

Staff 250 @ 0.25 kg/day 63

Visitors 600 @ 0.15 kg/day 90

Landscape waste (1.92 Ac.) @ 0.2 kg/acre/day 0.38

Total Waste Generated = 1872 kg/day

Construction Waste

Construction waste,Broken bricks,Waste

plaster

Re filling,Raising Site Level

Empty Cement Bags

Road Making

Excavated Soil

Top soil conserved for landscaping and refilling the

site


(Source:http://cpheeo.nic.in/WriteReadData/Cpheeo_SolidWasteManagem

ent/chap3.pdf )

Following arrangements will be made at the site in accordance to Municipal

Solid Wastes (Management and Handling) Rules, 2000 and amended Rules;

2008.

9.2.1 Collection and Segregation of waste

A door to door collection system will be provided for collection of

domestic waste in colored bins from household units.

The local vendors will be hired to provide separate colored bins for

dry recyclables and Bio-Degradable waste.

For waste collection, adequate number of colored bins (Green and

Blue & dark grey bins– separate for Bio-degradable and Non Bio-

degradable) are proposed to be provided at the strategic locations

of the area.

Litter bin will also be provided in open areas like parks etc.

9.2.2 Treatment of Waste

9.2.2.1 Bio degradable Waste

Bio-degradable waste will be subjected to Organic Waste

Converter and the compost/resultant will be used as manure.

STP sludge is proposed to be used for horticultural purposes as

manure.

Horticultural Waste is proposed to be composted and will be used

for gardening purposes.

9.2.2.2 Recyclable Waste

The cropped grass will be spread on the green area. It will act as

manure after decomposition.

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

to recyclables.

http://cpheeo.nic.in/WriteReadData/Cpheeo_SolidWasteManagement/chap3.pdf




9.2.3 Disposal

Recyclable and non-recyclable wastes will be disposed through Govt. approved

agency. Hence, the Municipal Solid Waste Management will be conducted as

per the guidelines of Municipal Solid Wastes (Management and Handling)

Rules, 2000 and amended Rules, 2008. A Solid waste management Scheme is

depicted in the following Figure 6

Figure 6: Solid Waste Management Scheme (Operation Phase)

10 LANDSCAPE DETAILS

Total green area measures 7,810 m2 (51.17% of Open Area)

A diverse variety of indigenous evergreen and ornamental trees would be

planted.

The plant species will be selected on the basis of Urban Standard

Plantation norms and CPCB guidelines.

Landscape Details are given in Table 12

Table 12 : Landscape Area Details

Particulars Details

As Per Noida bye Laws One tree per 100 m2 of open space out of which

minimum 50 % to be in the category of evergreen trees.

Trees Required 15261.753/100=153Trees

Number Of Trees Proposed 160 Trees

Solid waste

Non Biodegradable

Waste

Recyclable Blue binsto Govt.

approved Vendor

Non-Recyclable

Dark Grey Bins

to govt. approved agency

Biodegradable Waste

Green binsOrganic Waste

convertorManure


To Be Planted

Total area Under Green

Cover 7,810 m2 (51.17% of Open Area)

(Source:http://www.noidaauthorityonline.com/NOIDA_Building_Regulatio

n_English_1.pdf )

Table 13 : List of Trees

S.No. Botanical name Local name

1. Azadirachta indica Neem

2. Cassia fistula Amaltas

3. Delonix regia Gulmohar

4. Bauhinia purpurea Kachnar

5. B. Variegata Kachnar

6. Lagerstroemia flosreginae Pride of India

7. Grevillea robusta Silk oak

8. Callistemon lanceolatum Bottle Brush

9. Anthocephalus cadamba Kadam

10. Polyalthia longifolia Ashok

11. Putranjiva roxburghii Putrajiv

12. Sterculea alata Coconut Buddha

13. Bassia Latifolia Mahua

14. Alstonia scholaris Devil Tree

15. Michelia champaca Champak

16. Terminalia arjuna Arjun

17. Ficus retusa Ficus

18. Saraca indica Ashoka

19. Dalbergia sissoo Shisham

20. Maduca latifolia Madhu

21. Ficus infectoria Pilkhan

22. Cassia nodosa Roheda

ORNAMENTAL SHRUBS

23. Delonix pulcherima Chhota gulmohar

24. Plumeria alba Champa





25. Lagerstroemia indica Dhayti

26. Ervatamia divaricata Chandni

27. Nyctanthes arbor-tristis Harsinghar

28. Yellow Duranta Skyflower

29. Hibiscus hirusta Costa Flores

30. Cassia biflora Twin-flowered cassia

31. Nerium indicum Kaner

32. Cassia aungustifolia Senna

33. Cassia glauca Kalamona

11 LIST OF CONSTRUCTION MATERIAL

List of building materials being used at site:

1. Coarse sand

2. Fine sand

3. Stone aggregate

4. Stone for masonry work

5. Cement

6. Reinforcement steel

7. Pipe scaffolding (cup lock

system)

8. Bricks

9. CLC fly ash blocks

10. Crazy (white marble) in grey

cement

11. P.V.C. conduit

12. MDS, MCBs

13. PVC overhead water tanks

14. 2 1/2'‟ thick red colour paver

tiles

15. PPR (ISI marked)

16. PVC waste water lines

17. S.W. sewer line up to main

sewer

18. PVC rain water down take

19. Stainless steel sink in kitchen

20. Joinery hardware- ISI marked

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