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211512016 ApplicationSlip

10.: 24,043

Entry Date: Feb1520161:00PM TATKAL NA

Application Ref No. 8

Details: JSKfBR.NO-1665400001785

Purpose

Survey~o 136 Village: GOTA Taluka: Ghadlodiya

Applicant Name: BABUBHAI JESANGBHAI DESAI

Applicant Address: Village:·Ahmedabad Taluka: AhmedabadDeveloped by National Informatics Centre, Ahmedabad

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MINAXI TIPPANNABHAI GADAGI

PR

OJ

EC

T S

ITE

N

WE

S

Sh

rifal

Ap

pa

rtme

nt

Sa

yo

na

Tila

k

De

v N

an

da

nP

latin

a

Aa

rya

Prid

e

Sh

uk

an

Re

sid

en

cy

Va

nd

em

atra

mC

ity

Sh

uk

an

Lo

tuse

Sh

uk

an

Sh

uk

an

ICB

Isla

nd

To Kalol /Gandhinagar

To Viramgam/Chandlodia

Gre

en

Sh

ayo

na

Se

tuV

ertic

a

Silv

er H

arm

on

yV

ish

wa

sSh

uk

an

Glo

ryV

ish

wa

sC

ity-5

Vis

hw

as

City

-6P

op

ula

r P

ara

dis

e

Silv

er

Ne

st

Ad

itya

Pa

rive

sh

ICB

Pa

rk

Sa

vvy S

wa

raj

ICB

Flo

ra

Sta

va

nA

mp

le

Go

pin

ath

an

ga

r

Sh

uk

an

Go

ldA

ary

an

City

Um

aS

ha

rna

m

Ga

ne

sh

Sk

ylin

e

Sh

uk

an

En

joy

Sh

ine

su

pe

rbA

nm

ol

Aa

gm

an

Tu

lsi

Bu

ng

alo

ws

Va

nd

em

atra

mIc

on A

ksh

ar A

na

nd

So

cie

tyAa

rya

nC

rysta

l

De

vR

esid

en

cy

Vis

hva

sC

ity

Sp

orts

City

Pla

tinu

mP

rarth

na

Re

sid

en

cy

Ch

en

pu

r

GO

TA

Sh

ub

hm

an

ga

lG

ree

n

S.G. HWY

Sh

lok

Pa

risa

r

RB

L

Sa

tya

me

v

Vis

ta

Ro

ya

lH

om

es

De

vn

an

ga

r Ga

m

Villa

He

art

Vis

hw

as

City

Go

ku

lH

ote

l

Sh

lok

Ho

me

s

To Gandhinagar

To SarkhejB

ha

gyo

day

Ap

artm

en

t

Go

ta H

ou

sin

g B

oard

Stu

dio

Com

ple

x

Sta

van

Pris

hra

ya

PR

OJ

EC

T S

ITE

N

WE

S

NW

E

S

Blo

ck A

BC

Total

1st Base

me

nt

4400

2nd

Base

me

nt

4400

Gro

un

d Flo

or

673.00673.00

673.002019

1430.57

430.57430.57

1291.71

2451.74

451.74451.74

1355.22

3451.74

451.74451.74

1355.22

4461.79

461.79461.79

1385.37

5451.74

451.74451.74

1355.22

6451.74

451.74451.74

1355.22

7461.79

461.79461.79

1385.37

8451.74

451.74451.74

1355.22

9451.74

451.74451.74

1355.22

10451.74

451.74451.74

1355.22

11451.74

451.74451.74

1355.22

12451.74

451.74451.74

1355.22

13451.74

451.74451.74

1355.22

14461.79

461.79461.79

1385.37

Oth

ers

292.06292.06

292.06876.18

Total

7298.47298.40

7298.4030695.2

Bu

ilt Up

area in

Sq M

ete

r

Nu

mb

er o

f Re

side

ntial U

nits

Blo

ck A

BC

Total

Gro

un

d Flo

or

00

00

12

22

6

22

22

6

32

22

6

42

22

6

52

22

6

62

22

6

72

22

6

82

22

6

92

22

6

102

22

6

112

22

6

122

22

6

132

22

6

142

22

6

Total

2828

2884

Blo

ck

AB

CTo

tal

Gro

un

d Flo

or

00

00

1390.36

390.36390.36

1171.08

2369.38

369.38369.38

1108.14

3369.38

369.38369.38

1108.14

4385.28

385.28385.28

1155.84

5369.38

369.38369.38

1108.14

6369.38

369.38369.38

1108.14

7385.28

385.28385.28

1155.84

8369.38

369.38369.38

1108.14

9369.38

369.38369.38

1108.14

10369.38

369.38369.38

1108.14

11369.38

369.38369.38

1108.14

12369.38

369.38369.38

1108.14

13369.38

369.38369.38

1108.14

14385.28

385.28385.28

1155.84

Total

52405240.00

5240.0015720

FSI area in

Sq M

ete

r

STEEL // TO

B

GR

. LVL.

CO

L. STIR

RU

PS

CO

L. SIZE

VE

RTIC

AL STEEL

STEEL // TO

L

P.C

.C. 1:4

::8

AS

/STR

U

R.C

.C. S

IZE B X L

EXC

AV

ATIO

N/P

.C.C

. SIZE

TYP

. CO

LUM

N FO

OTIN

G SEC

TION

PED

ESTA

L

PB

PB

GR

. LVL.

STR

UC

TU

RE

DE

SIGN

AS P

ER

STRU

CTU

RA

L ENG

INEER

TO

40

00

.00

SQ.M

TS.A

ND

PAR

T THER

E OF IT.

FOR

BU

ILDIN

G U

NIT

15

00

.00

SQ.M

TS. OR

MO

RE A

ND

UP

Typ

ical design

for p

ercolatio

n w

ell

NO

TE:-(T

HIS IS O

NLY

SKETCH

PLAN

)

75

mm

Ø g

ravel packing

strainer

15

0m

mØ

strainer pipe3

00

mm

Ø b

ore

G.L.

air

vent

G.L.

Perfo

rated r.c.c. slab

cou

rse sand 30

0mm

.p

ea g

ravel 30

0mm

.gravel 3

00m

mc.c. ch

an

nel w

ith c.i. jali o

n top of

cha

nn

el.

filteration m

edia

size:-2.0

0x2

.50

x2.5

0m

.

Ca

tch p

it with

PER

CO

LATIN

G W

ELL

(NO

T TO SC

ALE)

HO

RIZ

ON

TA

L :- 1

.00 C

M. =

4.0

0 M

T.

VE

RT

ICA

L :- 1

.00 C

M. =

1.0

0 M

T.

DR

AIN

AG

E S

EC

TIO

N

SC

AL

E

INV

ER

T L

VL

.

GR

OU

ND

LV

L.

DIS

T. IN

MT

.

CU

TT

ING

LE

VE

L

TO

MU

NI M

AN

HO

LE

GR

OU

ND

SYSTEM

VIZ

BLO

WER

S EX

HA

UST

FAN

S, AIR

CO

ND

ITION

ING

SYSTEM A

CCOR

DIN

G TO

THE STA

ND

AR

DS

IN P

AR

T VIII B

UILD

ING

SER

VIC

ES, SEC

TION

I LIGH

TING

AN

D V

ENTILA

TION

NA

TION

AL B

UILD

ING

COD

E

ENG

INEE

R IS FU

LLY RESP

ON

SIBLE FO

R LE

AV

ING

OPEN

SPA

CE AN

D M

AR

GIN

*

GEN

ERA

L NO

TES

THE D

EP

TH A

ND

PO

SITION

OF E

XISTIN

G M

UN

ICIP

AL M

AIN

HO

LE IS VER

YFIED M

E ON

SITE

AN

D P

REM

ISES GA

TES D

RA

INA

GE CO

NN

ECTION

.*

IT IS C

ER

TIFY THA

T AC

CO

RD

ING

TO G

DC

R-2

02

1 A

LL REQ

UIR

EMEN

TS OF TH

E BU

ILDIN

G*

AR

E CH

ECK

ED A

ND

NEC

ESSA

RY A

CTIO

NS A

RE TA

KEN.

IT IS C

ER

TIFY THA

T AC

CO

RD

ING

TO TH

E CLA

USE

NO

. 4.5

.3 O

F THE G

DCR

-20

21, TH

E STRU

CTUR

E*

OF T

HE B

UILD

ING

IS DE

SIGN

AS P

ER TH

E NO

RM

S OF TH

E IND

IAN

STAN

DA

RD

S.

DESIG

N O

F TH

E STAIR

CA

SE AN

D R

AILIN

G IS P

RO

VID

ED A

S PER

THE P

RO

VISIO

N O

F THE CLA

USE

*N

O. 2

3.1

.12

AN

D 2

3.1

4 A

ND

24

.6 O

F GD

CR

-20

21

PED

ESTT

RIA

NS R

AM

P IS P

RO

VID

ED A

S PER

THE P

RO

VISIO

N O

F THE CLA

USE N

O. 2

3.1

.5 O

F GD

CR-2

021

*

LIFT IS PR

OV

IDED

AS P

ER TH

E PR

OV

ISION

OF T

HE C

LAU

SE N

O. 2

3.2

3 A

ND

24

.7 O

F THE G

DCR

-20

21*

WA

TER

TAN

K IS P

RO

VID

ED A

S PER

THE P

RO

VISIO

N O

F TH

E CLAU

SE NO

. 23

.6 O

F THE G

DCR

-20

21*

SEPA

RA

TE LE

TTER

BO

X IS P

RO

VID

ED A

T GR

OU

ND

LEVEL FO

E EACH

UN

IT.*

WA

TER

TAN

K FO

R FIR

E SAFET

Y REQ

UIR

EMEN

T PR

OV

IDED

AS P

ER CH

EPTER

NO

. 24

OF G

DCR

-20

21*

ELEC

TRIC

AL IN

FRA

STRU

CT

UR

E SHA

LL BE P

RO

VID

ED A

S PER

CLAU

SE NO

. 23

.11

*D

RIN

KIN

G W

ATE

R FA

CILITY

FOR

DISA

BLED

PER

SON

S IS PR

OV

IDED

AS P

ER TH

E CLAU

SE NO

.23

.6.2

*D

RA

INA

GE FA

CILITY

IS PR

OV

IDED

AS P

ER TH

E CLAU

SE NO

. 23

.10

*SIG

NA

GES O

F TH

E PA

RK

ING

PLA

CE IS TO

BE P

RO

VID

ED A

S PER

THE CLA

USE N

O. 2

3.7

OF TH

E *

GD

CR

-20

21

ENTR

AN

CE

OF T

HE B

UILD

ING

IS PR

OV

IDED

AS P

ER TH

E CLA

USE N

O. 2

3.1

.7. O

F THE G

DCR

-20

21*

THE P

AV

ING

OF B

UILD

ING

UN

IT/FIN

AL P

LOT A

S PER

THE P

RO

VISIO

N O

F THE CLA

USE N

O. 2

3.1

.4.

* O

F TH

E GD

CR-2

021

THE STR

UC

TU

RE O

F TH

E BU

ILDIN

G IS A

S PER

THE N

OR

MS O

F THE SP

ECIFIED IN

THE IN

DIA

N

*STA

ND

AR

DSA

ND

TA

KE

NA

CESSA

RY A

CTIO

N FO

R TH

E STRU

CTUR

AL SA

FETY DU

RIN

G TH

E

RA

IN W

ATE

R ST

OR

AG

ETA

NK

AN

D R

AIN

WA

RET

HA

RV

ESTIN

G SYSTEM

IS PR

OV

IDED

AS P

ER TH

E *

CLA

USE

NO

. 27

.2 O

F THE G

DCR

-20

21

CO

MM

UN

IT Y B

IN IS P

RO

VID

ED A

S PER

THE P

RO

VISIO

N O

F THE CLA

USE N

O 2

7.3

OF G

DCR

-20

21*

GR

EY W

ATE

R R

ECY

CLIN

G SY

STEM

IS PR

OV

IDED

AS P

ER TH

E CLAU

SE NO

. 27

.4 O

F GD

CR-2

021

*TR

EE P

LAN

TA

TION

IS PR

OV

IDED

AS P

ER TH

E CLA

USE N

O. 2

7.5

OF G

DCR

-20

21*

SOLA

R W

ATE

R H

EATIN

G SY

STEM

IS PR

OV

IDED

AS P

ER TH

E CLAU

SE NO

. 27

.6 O

F GD

CR-2

021

*P

OLLU

TIU

ON

CO

NT

RO

L SYSTE

M IS P

RO

VID

ED A

S PER

THE CH

APTER

NO

. 28

OF G

DCR

-20

21*

FIRE SA

FETY SYST

EM IS P

RO

VID

ED A

S PER

THE CH

APTER

NO

. 24

OF G

DCR

-20

21*

MA

INTE

NA

NC

E A

ND

UP

GR

AD

ATIO

N O

F BU

ILDIN

G A

S PER

THE CH

APTER

NO

. 29

OF G

DCR

-20

21*

CO

NST

RU

CTIO

N.

AN

Y D

EFICIE

NC

Y O

F VE

NT

ILATIO

N IN

CE

LLAR

MU

ST B

E MA

DE G

OO

D B

Y RESO

RT TO

A M

ECHA

NICA

L *

AT B

ASEM

ENT SLA

B D

RA

INA

GE LIN

E IS PER

MITTED

THR

OU

GH

R.C.C CH

AN

NEL

*

SCA

LE = N

.T.S.

30

.00

MT

W I D

E R

O A

D

24.00 MT W I D E R O A D

AC

B

Ba

bu

bh

ai J

esa

ngbhai D

esai

Survre

y n

um

ber

Su

rvre

y n

um

ber 1

36,F

.P. N

o. 1

12/1

TP

S N

o : 3

2,

Villa

ge G

ota

, Ahm

edabad

Plo

t are

a (sq

m)

5824

Parkin

g a

rea (sq

m)

Tota

l Are

a-9

650 (3

60 E

CS

)

Gro

und C

overa

ge (sq

m)

2019

Flo

or A

rea (s

q m

), FS

I15,7

20

Built-u

p a

rea (sq

m)

30,6

95

.22

No. o

f floors (M

ax)

G/H

P+

14

Maxim

um

he

ight (m

)45

Num

ber o

f Fla

ts84no. o

f Fla

ts

Parkin

g a

rea (sq

m)

Tota

l Are

a-9

650 (3

60 E

CS

)

Basem

ent : 8

800

(275 E

CS

)

Hollo

w P

linth

-600

(21 E

CS

)

Gro

und le

vel-2

50 (1

0 E

CS

)

Pow

er re

qu

irem

ent

600 K

VA

Base

me

nt a

rea (sq

m)

8800

Wate

r req

uire

ment (kld

)72.5

4

DE

VE

LO

PE

R

OW

NE

R

EN

GIN

EE

RC

.O.W

.

ST

R. E

NG

INE

ER

AU

TH

OR

ITY

LA

YO

UT

PL

AN

Annexure 5: Water balance Construction phase:

S. No. Purpose

Water Requirement Wastewater Generation

Quantity (kld) Remarks Quantity

(kld) Remarks

1. Domestic water for labour 6.75

45 lpcd for 150 workers

Arrangement for domestic water

requirement will be met by contractor

5.73 Wastewater will be disposed into Soak Pit

2. Dust suppression 5 - - Losses

3.

Construction work, Washing of

construction equipment, curing etc

10 - - Losses

Total 21.75 5.73

Operation phase:

S. No. Purpose

Water Requirement Wastewater Generation

Quantity (kld) Remarks Quantity (kld) Remarks

1. Domestic for Residential 68.04 180 lpcd per

378 54.43

2. Visitors 1.5

@ 15 lpcd for 100

visitors 1.2

3. Horticulture/Green belt development 3.0

@5.0 lit/Sq. meter of 600

area 0

Total 72.54 55.63

Annexure 6: Storm Water Management Storm Water Drainage System The rainwater will be collected through piped drains and conveyed into rainwater harvesting system. All storm water drains have been designed for adequate size and slope such that there shall not be any flooding in the site. It shall be ensured that no wastewater shall enter into storm water drainage system. Rainwater Harvesting Plan Adequate rainwater harvesting pits will be provided in the project premises. The rainwater collected from the project area will be conveyed into the rainwater harvesting system consisting of Desilting-cum-Filter Chamber, Oil & Grease Separators and finally shall be conveyed into percolation wells. Details of maximum storm water generated

Description Area in sq m Maximum rainfall intensity In m/h

Runoff coefficient

Total storm water In cum/h

Roof area 2019 0.045 0.8 72.68 Paved area 3205 0.045 0.5 72.11 Green area 600 0.045 0.2 5.4 Total 5824 150.19

2 number of percolation wells will be developed. Annual recharge of ground water

Description Area in sq m Maximum rainfall intensity In m/Annual

Runoff coefficient

Total storm water In cum/annual

Roof area 2019 0.762 0.8 1230.78 Paved area 3205 0.762 0.5 1221.10 Green area 600 0.762 0.2 91.44

Total 5824 2543.32

Annual recharge of ground water ~2500 m3

Rain water harvesting scheme

Annexure 7: Fire and Safety Adequate fire protection facilities will be installed as per the National Building Code given in 2005, Residential Buildings are classified as Group A, Sub Group A-4 (Part 4, NBC 2005)

Following component/item will be provided: Under the clauses (4.18.2, 6.1.2, 6.2.3, 6.3.2, 6.4.3, 6.5.2, 6.5.2.1, 6.5.2.2, 6.5.2.3, 6.5.2.4, 6.5.2.5, 6.6.2, 6.7.2, 6.8.2 and 6.9.2) following are minimum requirements for fire fighting installations.

Fire Extinguishers Hose Reel Wet Riser Manually Operated Electric Fire Alarm System Automatic sprinkler system (Basement) Underground Static water Storage Tank-1,50,000 lit. Terrace Tank -10,000 lit (Total 3 tank) Pump Near Underground Static Water Storage Tank (Fire Pump) with minimum Pressure

of 3.5 kg/cm2 at Terrace Level –One Electric and one diesel pump of capacity 2 280 lit/min and one electric pump of capacity 180 lit/min.

Based upon the Occupancy (Clause 4.3 Table 20 , 21 & 22 , NBC):

Unit Value

Residential Occupant load m2/person 12.5

Occupants per unit exit width Number of occupants Stairways-25

Ramps-50 Doors -75

Travel distance form occupancy m 30

Annexure 8: Environmental Management Plan 1.0 Structure of EMP

Environmental Management Plan (EMP) is the key to ensure a safe and clean environment. The desired results from the environmental mitigation measures proposed in the project may not be obtained without a management plan to assure its proper implementation & function. The EMP envisages the plans for the proper implementation of mitigation measures to reduce the adverse impacts arising out of the project activities. EMP has been prepared addressing the issues like:

• Pollution control/mitigation measures for abatement of the undesirable impacts caused during the

construction and operation stage • Details of management plans (Landscape plan, Solid waste management plan etc.) • Institutional set up identified/recommended for implementation of the EMP • Post project environmental monitoring programme to be undertaken • Expenditures for environmental protection measures and budget for EMP

2.0 Proposed Environmental Mitigation Measures

The major impacts due to different project activities were identified during the EIA study. The mitigation measures proposed for the impacts constitute the part of Environmental Management Plan (EMP). The environmental mitigation measures for construction and operation phases have been given in Table1.

Table 1. Proposed Environmental Mitigation Measures

Area Mitigation Measures Construction Stage: Water quality • Toilet and drinking water facilities for construction workers are provided by the

contractor at the construction site to avoid unhygienic condition at site. Air quality • Dust suppression measures are undertaken such as regular sprinkling of water

around vulnerable areas of the construction site by suitable methods to control fugitive dust during earthwork and construction material handling/ over hauling.

• Properly tuned construction machinery & vehicles in good working condition with low noise & emission are used and engines are turned off when not in use.

Noise level • Protective gears such as ear mufflers etc. are provided to construction personnel exposed to high noise levels.

Solid wastes • Waste construction materials are recycled and excess construction debris are disposed at designated places in tune with the local norms.

Landscape • Appropriate landscape including plantation of evergreen and ornamental flowering trees, palms, shrubs and ground covers at open spaces within the complex will be done, which would serve the dual purpose of controlling fugitive dust and improving the aesthetics of the area.

Safety • Adequate safety measures complying to the occupational safety manuals are adopted to prevent accidents/hazards to the construction workers.

Operation Stage: Water quality • Wastewater will be collected and disposed into municipal line.

two number of rainwater harvesting recharge wells will be developed Air quality • Trained staff will be handle traffic movement

• Regular monitoring of ambient air quality will be carried out as per norms. Solid wastes • Solid wastes will be segregated into organic and inorganic components.

• The recyclable inorganic wastes will be sold to prospective buyers. • The bio-degradable wastes will be disposed near by municipal bins.

Rainwater harvesting

• Adequate rainwater harvesting will be provided

Fire protection • Adequate fire protection facilities will be installed including fire detectors, fire alarm and fire fighting system as per National Building Code of India.

Landscape • Proper maintenance of landscape round the year including replacement of the decayed plants.

Safety • Adequate safety measures complying to the occupational safety manuals to prevent accidents/hazards to the maintenance workers.

Others • The building will be provided with disabled-friendly design, timber-free construction, energy efficient lighting & ventilation, and control of indoor

environment.

3.0 Environmental Monitoring Plan

It is imperative that the Project Authority set up regular monitoring stations to assess the quality of the surrounding environment after the commissioning of the project. An environmental monitoring programme is important as it provides useful information and helps to: • Verify the predictions on environmental impacts presented in this study, • Assist in detecting the development of any unwanted environmental situation, and thus, provides

opportunities for adopting appropriate control measures, and • Evaluate the performance and effectiveness of mitigation measures proposed in the EMP and

suggest improvements in management plan, if required, • Satisfy the legal and statutory obligations. The post project monitoring plan including areas, number and location of monitoring stations, frequency of sampling and parameters to be covered is summarized in Table 2. The monitoring will be the responsibility of EMC.

Table 2: Environmental Monitoring Plan Source Monitoring Location Parameters to be

Monitored Frequency

Ambient Air Quality At 3 locations (1 inside the complex and 2 outside in surrounding 1 km zone along predominant wind directions)

PM10, PM2.5, SO2, NOxOnce in a season and as per requirement of SPCB

Ambient Noise At 3 locations (1 inside the complex and 2 outside in surrounding 100 m zone)

Day and night equivalent noise level

Once in a season and as per requirement of SPCB

Stack Stack PM, SO2, NOx, CO Once in a season and as per requirement of SPCB

The post operational monitoring schedule will be under the supervision of the Site Engineer at the project site. Monitoring will be carried out by recognized laboratories.

4.0 Environment Management Cell An Environment Management Cell (EMC) will be responsible for implementation of the post project-monitoring plan for this project. The composition of the Environment Management Cell and responsibilities of its various members are given in Table 3.

Table 3. Environment Management Cell

S. No. Designation Proposed responsibility

1. Chairman of Society Overall responsibility for environment management and decision making for all environmental issues

2. Secretary Hires a Consultant and fulfills all legal Requirements as per MOEF/GPCB/CPCB

3. Supervisor Ensure environmental monitoring as per appropriate procedures

5.0 Environmental Budget

A capital cost provision of about Rs. 18 lakh has been kept in the project cost towards the environmental protection, control & mitigation measures and implementation of the EMP. The budgetary cost estimate for the EMP is given in Table 4.

Table 4 Environmental Budget

S.

No. Head Approximate

recurring cost per annum (Rs.

in lacs)

Approximate Capital cost (Rs. In lacs)

Basis for cost estimates

1. Air 1.0 2.5 Stack and DG room

2. Solid and hazardous

waste management

2.0 3.5 Provide bins door to door and transportation cost

3. Environment monitoring

3.5 0 The recurring cost would be incurred on hiring of consult-ants and payment of various statutory fees to regulatory

agencies. 4. Rain water 2.0 9.0 Collection system, treatment

and recharge well 5. Green belt 1.5 3.0 -

Total 10 18

6.0 General Principles in Greenbelt Design Plants grown in such a way so as to function as pollutant sinks are collectively referred as greenbelt. These plants should also provide an aesthetic backdrop for persons using the site and for the surrounding community. General principles in greenbelt design considered for this study are:

Type of pollution (air, noise, water and land pollution) likely from the activities at the site

Semi arid zone and sub-zone where the greenbelt is located (and hence the plant species which can be planted in the area).

Water quantity and quality available in the area

Soil quality in the area

Greenbelt is designed to minimize the predicted levels of the possible air and noise pollutants. While designing the scheme the following facilities are considered:

Site perimeter and approach road

Along the internal roads

In and around the building area

To ensure a permanent green shield around the periphery planting is recommended in two phases.

In the first phase one row of evergreen and fast growing trees (which grows up to 10-15m) with maturity period of around three years shall be planted at 3.0 meter interval along with fast growing ground covers to enhance the water holding capacity, improve the organic content and check the soil erosion.

In the second phase after eighteen months, second row of trees with large leaf surface area with large ever green canopy and longer life span shall be planted at 6.0 meters intervals.

6.1 Greenbelt Design for Site The selection of the trees is based on their phenology (thus road side trees will not have leaf fall during summer and rainy seasons when shade is most needed). Trees with more litter fall have been avoided.

The selection criteria of the species are based on pollution mitigation capacity (including particulate matter), large leaf surface area to deep root system and less litter fall. Faster growing trees with lighter canopy will be planted alternatively with relatively slow growing trees with wider canopy. Trees of about 6.0 m heights will be planted at 4.5 m intervals, 2.5 m away from the road curbing as per CPCB guidelines. Trees will be planted along the outer periphery at centerline of road between the set back line and the boundary of the plots. Palms and shrubs will be planted along the roads and around recreational lawns.

6.2 Greenbelt Management It is presumed that the selected plants will be grown as per normal horticultural practice and the authorities responsible for the plantation will make adequate provisions for water and protection of the saplings. A budgetary cost estimate is also prepared for greenbelt development.

Water source Water tankers may also be used at the initial stages of development of the plant.

Irrigation method Water hydrants may be installed at 50 m intervals to irrigate area under shrubs and ground covers.

6.3 Improving Indoor Air Quality The indoor air quality can be improved by any of the following:

Ventilation

Include the use of natural, dilution, local exhaust, or increased ventilation efficiency. The most effective engineering control for prevention of indoor air quality problems is assuring an adequate supply of fresh outdoor air through natural or mechanical ventilation.

When possible, use local exhaust ventilation and enclosure to capture and remove contaminants generated by specific processes. Room air in which contaminants are generated should be discharged directly outdoors rather than recirculated.

Outside air intakes should not be located in close proximity to potential sources of contamination (automobile garages, building exhausts, and roadways).

Work Place Recommendations

Eliminate or control all known and potential sources of microbial contaminants by prompt cleanup and repair of all areas where water collection and leakage has occurred including floors, roofs, drain pans, humidifiers containing reservoirs of stagnant water, air washers etc.

Remove and discard porous organic materials that are contaminated (e.g., damp insulation in ventilation system, ceiling tiles, and carpets).

Clean and disinfect non-porous surfaces where microbial growth has occurred

Maintain indoor air relative humidity below 60%

Adjust intake of outdoor air to avoid contamination from nearby soil, vegetable debris unless air is adequately conditioned.

Isolate, if feasible, areas of renovation, painting, carpet laying, pesticide application, etc., from occupied areas that are not under construction.

Supply adequate ventilation during and after completion of work to assist in diluting the contaminant levels.

Eliminate or reduce contamination of the air supply with cigarette smoke by banning smoking or restricting smoking to designated areas which have their air discharged directly to the outdoor rather than recirculated.

6.4 Safety Aspects of the Project The following needs to be implemented:

Fall Protection

The Contractor is required to provide fall protection to employees who are working at heights equal to or greater than 1.8 m. fall protection can be in the form of perimeter protection such as guardrails and toe rails, personal protective equipment (PPE), a safety monitoring system, or a fall protection plan. Activities that require personal fall protection systems include steel erection bolting, riveting, fitting-up and plumbing-up, work over water and some deep excavation work.

On buildings or structures not adaptable to temporary floors, and where scaffolds are not used, safety nets will be installed and maintained whenever the potential fall distance exceeds two storey.

The PPE standard should cover occupational foot, head, hearing, and eye protection.

Foot Protection: If machines or operations present the potential for foot injury, the Contractor must provide foot protection, which is of safe design and construction for the work to be performed. Workers and visitors should not be allowed on a construction site without safety boots.

Head Protection: If head hazards remain after all steps have been taken to control them (safety nets for work at heights, proper housekeeping), the Contractor must provide employees with appropriate head protection.

Noise Protection: Workers should be wearing hearing protection devices (ear plugs, ear muffs, canal caps) that are in good condition whenever they are involved in noisy activities.

Eye Protection: When machines or operations present potential eye injury from physical or chemical elements, the Contractor must select, provide, maintain and required affected employees to use appropriate eye protection. Eye protection (safety glasses and goggles, face shields and welding helmets) must be adequate and reasonably comfortable.

To the greatest extent possible, working surfaces must be kept dry to prevent slips and falls and to reduce the chance of nuisance odors from pooled water.

All equipment and materials should be stored in designated storage areas that are labeled as such.

Ladders and Stairs

The Contractor is required to inspect and maintain all ladders and temporary/portable steps to ensure that they are in good working condition.

Portable ladders used for access to an upper landing surface must extend a minimum of 1.8 m above the landing surface, or where not practical, be provided with grab rails and be secured against movement while in use.

All ladders must be used only on stable and level surfaces unless secured to prevent accidental movement. Ladders must not be used on slippery surfaces unless secured or provided with slip-resistant feet to prevent accidental movement.

The Contractor should provide a ladder (or stairway) at all work points of access where there is a break in elevation of 0.5 m or more.

When there is only one point of access between levels, it must be kept clear to permit free passage by workers. If free passage becomes restricted, a second point of access must be provided and used. At all times, at least one point of access must be kept clear.

All required stairway and ladder fall protection systems must be provided and installed before employees begin work that requires them to use stairways or ladders.

Scaffolds

Access to Scaffolds - access to and between scaffold platforms more than 0.6 m above or below the point of access will be made by portable/attachable ladders or ramps.

Employees must never use makeshift devices, such as boxes and barrels, to increase the scaffold platform working level height.

Trenching and Excavation

The area around the trench/excavation would be kept clear of surface encumbrances.

Water should not be allowed to accumulate in the excavation.

Adjacent structures would be shored in accordance with the design documents to prevent collapse.

Guardrails or some other means of protecting people from falling into the trench/excavation would be present.

The trench or excavation would be shored or sloped to prevent cave-ins.

Electrical Safety

If work has to be done near an overhead power line, the line must be de-energized and grounded before work is started.

A licensed electrician would have completed all temporary wiring and electrical installations required for construction activities.

Fuses and circuit breakers would be used to protect motherboards, conductors and equipment.

Extension cords for equipment or as part of a temporary wiring system will not be damaged or compromised in any way and insulation must be of the highest grade.

Anytime electrical equipment is deactivated for repair, or circuits are shut off, the equipment will be locked out and tagged at the point where it can be energized.

Temporary lights may not be suspended by their cords.

The Contractor would provide the necessary safety equipment, supplies and monitoring equipment to their personnel.

Cranes A competent person has been designated to supervise activities that require the use of cranes. Cranes would not be operated near any power lines. All picks would be carefully planned to ensure that the crane adequately hoist the load. The hoisting signals would be posted on the exterior of the crane.

Occupational Noise Exposure

The Contractor should implement engineering controls to reduce noise levels.

The Contractor should provide hearing protection to employees that are exposed to noise levels above the permissible limit.

Welding and Cutting

The Contractor's employees would be trained in hot work procedures.

There should be adequate ventilation to reduce the build up of metal fume.

The hot work operators would use proper personal protective equipment (i.e., welding helmet, burning goggles, face shield, welding gloves, and apron).

There would be a fire extinguisher present at all welding and burning activities.

Extinguishers would also be placed at locations where slag and sparks may fall.

Oxygen and flammable gas bottles are separated by at least 7 m when not in use.

The Contractor would control the release of gases, vapors, fumes, dusts, and mists with engineering controls (e.g., adequate ventilation).

General Guidelines

Signs and symbols would be visible during any construction activity that presents a hazard. Upon completion of such activity, the postings must be removed immediately.

The Contractor would post specific DANGER signs when an immediate hazard exists and specific CAUTION signs when the potential for a hazard exists. EXIT, NOTICE and specific safety signs may also be posted in the work area.

Signage for traffic control, including directional signs, is applicable when the Contractor is disrupting traffic along a public way.

Danger signs are posted at all immediate hazards (i.e. Danger: Open Hole).

Caution signs are posted at all potential hazards (i.e. Caution: Construction Area, Caution: Buried Cable).

The floor that is being used as the erection floor must be solidly planked or decked over its entire surface except for access openings.

Every floor, working place and passageway would be kept free from protruding nails, splinters, holes or loose boards.

Combustible scrap and debris (wood, clearing/grubbing material) would be removed from the site daily or should be securely stored in covered containers.

The Contractor would have a spill prevention control and countermeasure plan that limits the risk of releases of oil or hazardous materials to the environment.