ENVIRONMENT MANAGEMENT or CONCEPTUAL...

i

ENVIRONMENT

MANAGEMENT

or

CONCEPTUAL PLAN

ii

Table of Contents

Sl. No. Contents Page

Nos.

A INTRODUCTION 1

1.1 Proposal of project details 1

1.2 Project proponent 1

1.3 Site Location 1

B ENVIRONMENTAL IMPACTS ON PROJECT LAND AND IT’s

SURROUNDING DEVLOPMENTS

10

2.1 Environment Settings of project site are as follows. 10

2.2 Environmental Impacts of Proposed Project Activity 11

2.3 Air Quality Impacts 11

2.3.1 Construction Phase Impacts 11

2.3.2 Mitigation Measures proposed 12

2.3.3 Occupation Phase Impacts 13

2.3.4 Mitigation Measures Proposed 13

C WATER REQUIREMENT AND SUPPLY SYSTEM(Water

Balance)

14

3.0 Water Supply During Construction Stage 14

3.1 Water Supply During Operation Phase 14

3.2 Wastewater Treatment System 16

D EXTERNAL SEWERAGE 19

E GROUND WATER POTENTIAL/HYDROGEOLOGY 19

4.1 Storm Water drainage and Rain water harvesting 20

F SOLID WASTE MANAGEMENT DURING CONSTRUCTION

PHASE AND OPERATION PHASE

21

5.0 Construction Phase 21

5.1 Solid Waste Collection / Disposal Plan during Operation Phase: 22

G AIR QUAITY AND NOISE LEVELS IMPACTS & MITIGATION

MEASURES

24

6.1 Air Quality Impacts 24

6.1.1 Construction Phase Impacts 24

6.1.2 Mitigation Measures proposed 24

6.1.3 Occupation Phase Impacts 25

6.2 Noise Level Impacts 26

6.2.1 Impact during Construction 26

6.2.2 Mitigation Measures 26

6.2.3 Noise Impacts during Occupation phase 26

6.2.4 Mitigation Measures 26

iii

H ENERGY & POWER REQUIREMENT, ELECTRICAL,

BUILDING & FIRE SAFETY ,DG SETS DETAILS

28

7.1 General 28

7.2 Design standards & codes 28

7.3 Design criteria for energy efficiency 28

7.4 Electrical load estimates 29

7.5 Source of Power 29

7.6 Backup power supply 30

7.7 Lighting & power requirement 30

7.7.1 Earthing System 30

7.7.2 Fire Alarm System 31

7.8 Street lighting 31

I TRAFFIC CIRCULATION SYSTEM AND CONNECTIVITY

(PARKING REQUIREMENTS AND PROVISIONS)

32

J GREEN BELT /GREEN COVER AND THE LANDSCAPE PLAN 35

K DISASTER/ RISK ASSESSMENT AND MANAGEMENT PLAN 38

L SOCIO-ECONOMICS/ DEMOGRAPHY IMPACTS OF THE

PROJECTS

38

M ENVIRONMENT MANAGEMENT PLAN 40

9.0 Project Monitoring 40

9.1 Monitoring Stratergy 40

9.2 Ambient Air Monitoring 40

9.3 Noise Monitoring 41

9.4 Water Quality Monitoring 41

9.5 Sewage Treatment Plant 41

9.6 Budget for EMP 41

9.7 Manpower requirement 42

9.8 Environment Management plan 42

9.9 Environment Management Cell 45

N. PROJECT BENEFITS

46

List of Tables

Sl. No. Tables Page

Nos.

1 Proposed Activities hereunder 1

2 List of NOC’s obtained for the Site 3

3 Landuse Breakup 6

4 Breakup of Net plot Area 6

5 Environment Settings 10

6 Details of DG set and Stack Height Calculations 13

7 Air Pollution Control Measures 13

iv

List of Figures

Sl. No. Figures Page

Nos.

1 Google Imagery of project site 2

2 Photographs Of Proposed Project Site 3

3 Topographical Map showing 10 km radius 4

4 Master layout plan 5

5 Elevation Plan 7

6 Floor Plans of Building 8

7 Water Balance Chart 15

8 Proposed Tentative STP Layout Plan with MBBR Technology 18

9 General process diagram of STP plan 19

10 Typical Rain Water Harvesting Pit Design 20

11 Solid Waste Management plan during operation phase 23

12 Design criteria for energy effiency 28

13 Power requirement 29

14 Basement Parking 1, 2 & 3 34

17 Land scape Plan 36

List of Annexures

S. No. Name of Annexure Page

no.

1 Highrise Clearance from Airport Authority of India, Begumpet 49

2 Land Documents 51

8 Daily Water Requirement 14

9 Wastewater Calculations 15

10 Estimated Wastewater Characteristics 16

11 Calculation for Storm Water Load 22

12 Solid Waste Generation during operation phase 28

13 Design criteria for Energy Efficiency 29

14 Power Requirement 32

15 Parking Requirement. 37

16 List of plants identified for greenbelt and plantations 41

17 EMP Budget 42

18 Manpower Requirement 43

19 Proposed Environmental Mitigation Measures 43

20 Environmental Monitoring Plan – Operation Phase 44

21 Environment Management Cell 45

Project: Proposed Commercial Building Activity of M/s. Green House Plantations Pvt. Ltd

Project Location: Sy. No. 45, 46, 47 & 53, Raidurg Nawkhalsa (V), Serilingampally(M), Ranga Reddy (Dst), Telangana.

ENVIRONMENT MANAGEMENT PLAN Page 1

ENVIRONMENT MANAGEMENT PLAN

A. BRIEF DESCRIPTION OF PROJECT IN TERMS OF LOCATION AND SURROUNDINGS

1.1 PROPOSAL OF PROJECT DETAILS

M/s. Green House Plantations Pvt. Ltd. is proposing to construct a New Commercial Building project at

Survey No. 45, 46, 47 & 53, Raidurg Nawkhalsa(Village), Serilingampally(Mandal), Ranga Reddy (Dist),

Telangana state-500008.

Total Land Area : 1.23 Acres or 4988.67Sq.mts

Road widening Area : 212.65 sq.mt

Net Plot Area : 4776.02sq.mt

Proposed Built up area: 29,159.33 sq.mt.

Proposed Height of Buildig : 49.7meters (High-rise NOC obtained from Airport Authority of India)

Estimated Project cost : 40 crores

EMP budget (Capital cost) : 1.5 crores Recurring Cost : 30 Lakhs.

Table 1 : Proposed Activities hereunder

S.no Type of Buildig Units

Built Up Area

(in Sq.mt)

1

Podium Building

(In 2 Floors) Ground +1st floor 4547.17

2

Commercial Offices

(11 Floors)

3rd

to 12th

Floor

(2 units per floor) 17528.54

Parking Area

3 Basement-1 (Regular parking) 3494.49

4 Basement-1

(Mechanical

parking)

1056.00



Total Proposed Built-up Area 29159.33

1.2 PROJECT PROPONENT

Sri. Allaka Satyanarayana (Director)

Address.D.No.1-1-380/20/A/2, V.V. Girinagar, Gandhinagar, Beside Jagadambha Hospital, Hyderabad 500080

1.3 SITE LOCATION:

Survey No. 45, 46, 47 & 53, Raidurg Nawkhalsa(Village), Serilingampally(Mandal), Ranga Reddy (Dist),

Telangana state-500008.




Fig.1. Key Location map

Fig.2 Google Imagery of project site

Proposed Project Site




Table2- Lat-Longs of the Site Area

Features of the Project Site:

The project site is plain and covered by sparse vegetation of shrubs and few trees. The terrain of the

project site and its surrounding area is plain. The site is devoid of any rocky outcrops and is not

covered by any notified forests.

Fig 3: PHOTOGRAPHS OF PROJECT SITE

S.no Lattitude Longitude

1 17°25'14.61"N 78°23'04.44"E

2 17°25'13.94"N 78°23'05.65"E

3 17°25'10.95"N 78°23'03.42"E

4 17°25'11.56"N 78°23'02.21"E




FIG 4: TOPOGRAPHICAL MAP- 10 KM RADIUS OF PROJECT LOCATION

Project Site Project Site




FIG 5 : MASTER LAYOUT PLAN

STP Plant

Organic

waste

conveerter

Green

Belt

Podium

Commercial

Tower

7m

setback

Exit Entrance Garbage

storage area

RWH

pits




Table3.LANDUSE BREAKUP

Table 4. Breakup of Builtup Area Floorwise

Name of the Floor Built-UP Area in

Sq.mt

Ground Floor 2188.65

1st Floor 2358.52

3rd Floor 1176.27

4th Floor 1176.27

5th Floor 1176.27

6th Floor 1197.47

7th Floor 1176.27

8th Floor 1176.27

9th floor 1176.27

10th floor 1197.47

11th floor 1176.27

12th Floor 1176.27

Total Built-up area of the Towers (A) 17528.54

Basement-1(Regular Parking) 3494.49

Basement-1(Mechanical Parking) 1056

Basement-2 3494.49

Basement-3 3585.81

Total Parking Area provided (B)

11630.79

(Which is

66.3% of BUA)

Total Built-Up Area of Entire Building 29159.33 sq.mt

S.No Landuse Area in Sq.mt Percentage

1 Road widening 212.65 4.2

2 Green Area 478.81 9.7

3 Plinth Area 1176.27 23.6

4 Parking area 3120.94 62.5

Total Land Area 4988.67Sq.mt 100%




FIG 6 : ELEVATION PLAN

FIG 7 : Prospective View of the Building

Podium

(G+1 Floors)

Tower of 11

floors with

commercial

Offices




Fig.8: Floor Plans of Building







B.ENVIRONMENTAL IMPACTS ON PROJECT LAND AND IT’s SURROUNDING DEVLOPMENTS

2.1 Environment Settings of project site are as follows.

Table 5: Environment Settings

Particulars Details

Location of Project Survey No. 45, 46, 47 & 53, Raidurg Nawkhalsa(Village),

Serilingampally(Mandal), Ranga Reddy (District),

Telangana state-500008

Temperature(0C) 45

0C (max), 18

0C (min)

Nearest Railway station Hyderabad Deccan Railway station is 9.2km in SE direction.

Nearest Airport Begumpet Airport is at 9.8km(North East)

Rajiv Gandhi International Airport: 20km(South)

Other Historical / Religious

places

None

Defence installations No

Ecologically sensitive areas

(National Parks / Wild life

sanctuaries / bio-sphere

reserves, migratory routes

within).

None

Reserved / Protected Forest 1. Kottaguda Reserve Forest ---5.0km [NW]

2. Chilkur Protected Forest ---7.2km[SW]

Nearest Water Bodies Water Bodies

1.Malaka cheruvu -------------200 meters [SE]

2.Durgam cheruvu -----------1.0km [North]

3.Kajaguda cheruvu ----------1.5km [NW]

4.Suraram cheruvu ------------4.5km[North]

5.Musi River ------------------5.5km [South]

6.Kamunoni Cheruvu ---------6.1km[NNW]

7.Maisamma cheruvu ---------6.7km [NW]

8.Hussain Sagar ---------------9.7km [East]

9.Osman Sagar ----------------9.8km [SW]

The proposed project falls within 10km radius of Osmansagar lake.

But Rai durg Nawakhalsa village is not listed in the 84 List of

villages within 10km catchment area of Himayatsagar and

Osmansagar Lakes as mentioned in GO MS.No.111 Act

dated.08.03.1996 issued by MA&UD Dept. Govt. of A.P (Combined

state)




2.2 Environmental Impacts of Proposed Project Activity

The purpose of the impact assessment study is to provide information on the nature and extent of

environmental impacts arising from the proposed project during construction and occupation. This

information shall contribute decisions on the following;

Overall acceptability of any adverse environmental consequences that are likely to arise as a result of

the proposed project.

Conditions and requirements for the detailed design, establishment and operation of the proposed

project to mitigate against adverse environmental consequences wherever practicable and

Acceptability of minimized impacts after the proposed mitigation measures is implemented.

The environmental impact assessment of the proposed activity shall cover all developments within the

proposed project site and any other works associated with these developments outside the project area. The

impact prediction shall include specific impacts namely; air quality impact, water pollution impacts, noise

impacts, ecological impact and socio-economic impacts. The impact assessment is carried out for the

construction phase and operation phase.

2.3 Air Quality Impacts

An assessment of air quality impacts associated with the construction and occupation of the proposed project

has been carried out. Worst case impacts on the representative receivers have been assessed. Three major

sources of air pollution have been identified namely construction dust emission, road traffic emissions and

DG set emissions.

a. Construction Phase: Construction works include site clearance, site formation, building works,

infrastructure provision and any other infrastructure activities. The major air pollution source during this

activity is dust generation as a result of the above activities.

b. Occupational Phase: The major sources of air pollutants are the vehicle emissions from traffic on roads

internal and neighboring roads, air pollutants emitted from operation of DG sets and other mechanical

equipments used for day to day activities proposed at these project.

The representative air sensitive receivers within the study area represent the future and existing sensitive

receivers likely to be affected by the project.

2.3.1 Construction Phase Impacts

The principal potential source of air quality impact arising during construction period is fugitive dust

generation. The dust, measurable as PM 2.5 & PM 10 would be generated as a result of construction activities.

The construction program of the project shall commence immediately after obtaining statutory clearances.




The potential dust sources associated with construction activities are loading and unloading of the materials,

top soil removal, travel over unpaved roads and wind erosion etc. The construction works associated with the

proposed development are broadly given below.

1. Site development and foundation works

2. Dust generation due to vehicles bringing raw materials

3. Un loading of raw materials, removal of un wanted waste material from site

4. Civil constructions and provision of infrastructure required for various activities proposed at each

project.

Among all the construction activities, site formation has the highest potential for causing dust nuisance to the

nearby air sensitive locations. During the construction of the project, existing houses nearby may be subject to

the potential dust impacts.

2.3.2 Mitigation Measures proposed

For the proposed project, site leveling and grading will be carried out for construction apartments and club

house, where ever possible natural elevations will not be disturbed, only leveling activity will be carried out

for providing roads, sewage network, storm water system, and places required for providing buildings.

According to the engineering assessment; most of the excavated material (for providing basements) shall be

reused within the project boundary, if any excess will be disposed through local contractors for filling low

lying areas or road laying purposes, etc. The movement of cut and fill material will be limited. Broad

estimation shows that there would not be more than 10 vehicles from the construction site within a day, since

all the excavated material shall be reused at the site itself.

The control measures proposed to be taken up are in-line with Construction and demolition waste

management rules 2016:

Regular water sprinkling on internal roads in the project area, this activity will be carried out at least

twice a day, if need arises frequency will be increased on windy days, in this way around 50% reduction

on the dust contribution from the exposed surface can be achieved.

The duration of stockpiling will be as short as possible as most of the material will be used as backfill

material for the open cut trenches for road development.

Temporary tin sheets of sufficient height (3m) will be erected around the site of dust generation or all

around the project site as barrier for dust control.

All the vehicles carrying raw materials will be covered with tarpaulin / plastic sheet, unloading and

loading activity will be stopped during windy period.

To reduce the dust movement from civil construction site to the neighborhood the external part of the

building will be covered by plastic sheets

Vehicles having pollution under control certificate will be allowed.




Drivers of the Vehicles will be instructed to follow speed limits (<20 kmph), reducing the speed of

the vehicle will reduce generation of dust to large extent.

Speed limit boards will be displayed at entrance gate, speed breakers will be provided if needed.

Given the implementation of proper control measures for dust suppression, no adverse impacts are

expected and compliance with the Ambient Air Quality is achieved at all time.

2.3.3 Occupation Phase Impacts

As the proposed project is a construction project there are no major point source emissions like industries. The

major air pollutants associated with this project is from incoming and outgoing vehicles. In addition to this the

other source is use of DG set during power failure as back up source for lighting and other emergency needs.

The proposed Construction activity is proposing 2*150KVA DG set. The use of DG set will be as minimum

as possible as it is used during power failure as a backup. The Details of the DG set stack height calculation,

stack provided, pollutants expected is given in Table 6.

Table- 6

Details of DG set and Stack Height Calculations

DG SET CALCULATION

Capacity 150 KVA

Diesel requirement 18 LPH

Diesel requirement 16.2 kg/h

Sulphur 0.05 %

Sulphur 0.0162 Kg/h

SO2 0.0045 g/s

NOx 0.02295 g/s

Height of Building 49.7 m

Proposed stack height( in meters) 52.1 m

2.3.4 Mitigation Measures Proposed

In addition to the mitigation measures proposed above which will be extended for occupation phase, the other

air pollution control measures suggested are listed in Table 7

Table 7

Air Pollution Control Measures

Sources Air pollutant Control

DG set SO2, NOx Adequate stack height for proper dispersion of pollutants

Vehicles Dust, SO2, NOx,

CO, HC.

Black carpeted roads will be maintained properly to reduce dust

All vehicle owners will be informed to follow the emissions

standards fixed by the government authorities

General Measures

Provision of minimum of 2 rows of plantation with 1m wide greenbelt along the road sides

Provision of minimum of 1m wide around the STP area




C. WATER REQUIREMENT AND SUPPLY SYSTEM(Water Balance)

Water is an essential component of the basic infrastructure for urban settlements. Besides domestic use, water

is also required for fire fighting and other miscellaneous purposes. The water requirements have been

calculated as per IS: 1172 - 1993 Code of basic Requirements for Water Supply, Drainage and Sanitation (4th

Revision) by Bureau of Indian Standards (BIS), considering the needs for Indian town and cities.

3.0 Water Supply During Construction Stage

During construction stage, water will be sourced primarily through tankers from local Suppliers or Bore

wells to be laid with permission from local authorities.

3.1 Water Supply During Operation Phase:

Total water requirement has been calculated during operation phase as per the standards given below.

Table 8 : Daily Water Requirement calculation

S.No. Description Occupancy Demand

(lpcd)

Total requirement in

KLD

1

Water requirements 10sq.mt per person,

running 3 shifts at max

Commercial Office Area

(12981.37 sq.mt) 1300 45 175

Podium Building

(G+1st Floor)

(4547.17Sq.mt)

50 45 5

Visitors 200 15 3

Area liter/sqm

2 Greenbelt 478.81sq.mt 3 2

KVA lt/KVA/hr

3 DG set cooling

(2*150KVA) 300 0.9 1

Total water requirement 186

Source of Fresh water during operational phase: HMWSSB

Total Water Requirement for the project in initial Phase 183KLD

Daily Net Fresh Water Requirement

(Total Water requirement -Flushing Water) 183-55 =128KLD




Fig 9. Water Balance Chart

Table.9. Wastewater calculation

Wastewater Generation & Treatment

Total Sewage/wastewater Generation (Approximately) 158KLD

Proposed STP Capacity 180KLD

Recycled water from treated water tank (Flushing +Greenbelt+ DG set cooling) 88KLD

Excess water released into the Public sewer line 37KLD




3.2 WASTEWATER TREATMENT SYSTEM

Total wastewater generation from the proposed project activity will be 158KLD. The sewage generated

during the operation phase will be treated up to the tertiary level in a STP setup proposed in the site having

capacity of 180KLD. The treated sewage quantity of 88KLPD (80% treatment efficiency) is recycled/ reused

for toilet flushing and horticulture in the project site. Remaining water will be discharged into Municipal

Sewer line after STP treatment. The detailed water balance is given in Water Balance Table no 7

WASTEWATER TREATMENT TECHNOLOGY:

Section – I : Design basis, Treatment Scheme & Treatment Process

Flow rate : 150-180 m3/day

Nature of wastewater: Combined Sewage

Characteristics of inlet/outlet of STP: (Assumed)

Table No.10 : Estimated Wastewater Characteristics

S.

No.

Parameters Inlet Sewage

water

Characteristics

After

Biological

treatment

After

Tertiary

treatment

1. PH 7.0-8.5 7.0-8.0 7.0-8.0

2. COD, mg/l 550-700 < 100 < 60

3. BOD, 5 days @ 20 deg.

C, mg/l

250-350 < 20 < 10

4. Suspended solids, mg/l 200-250 < 100 < 10

5. Oil & grease, mg/l Up to 50 < 10 < 10

Mode of disposal of treated water: - Recycling in irrigation, horticulture, Landscaping

Treatment scheme:

Screening, Oil & Grease removal, collection, equalization and transfer of wastewater to FAB

reactor through anoxic tank

Biological treatment of wastewater using MBBR Technology.

Secondary Clarification of biologically treated wastewater using Tube Deck Media.

Disinfection of treated water using sodium hypochlorite.

Filtration of Chlorinated treated water through DMF & ACF.

Reuse of treated water in horticulture & plantation & Tertiary Treatment.




Sludge treatment through Filter bag Mechanism.

Section – II: Technical notes

STP shall be compact, smell free and shall consume less power.

Bar Screen: The Bar Screens of SS 304 material is considered in the scope for better life. Two

bar screens of 10 mm spacing followed by 8 mm spacing are considered in series. The screens

can be easily removed & cleaned as required.

Oil & Grease Removal: We have proposed manually cleaned oil & grease trap with baffle

arrangement for removal of oil & grease coming from kitchen/cafeteria for better & smell free

biological process.

Equalization Tank: We have proposed collection cum equalization tank in RCC below the

ground level. All other tanks of STP in RCC can be built fully/partly above the ground as

required. The tanks can be covered from the top, if required and access manholes can be

provided. The tank is provided with air distribution piping with adequate number of Coarse

Bubble diffusers.

MBBR: MBBR reactor tank consists of a tank filled with specially developed media which are

made of special material of suitable density that can be fluidized by providing aeration with the

help of blowers through diffusers. This helps to develop a bio-film on the media, which move

along the effluent in the reactor. The movement within the reactor is generated by providing

aeration with the help of diffusers placed at the bottom of the reactor. The thin film on the media

enables the bacteria to act upon the bio-degradable matter in the effluent and reduce BOD/COD

content in presence of oxygen from the air used for fluidization.

Tube Deck Media Clarifier: The overflow of MBBR tank is taken in to the Tube Deck Media

Clarifier. Here Tube Deck media in PVC is arranged to facilitate solid liquid separation.

Clarified/Clear Water Tank: The clear water from Tube Deck Media Clarifier flows in to this

tank.

Media Filtration & Carbon Filtration System: The clarified water is pumped to Media Filter

followed by Carbon Filter to further polish the treated effluent. The Sand filter removes the

suspended solids and the Carbon Filter removes color & odor. treated effluent passes through

Ozonation and Ozone is a very reactive gas that can oxidise bacteria, moulds, organic material

and other pollutants found in water.

Sludge Collection Tank: We have proposed sludge collection tank to store the sludge. This

Sludge tank is provided with Sludge Transfer pumps. The sludge can be transferred to filter

Press mechanism for dewatering the sludge. The biologically treated sludge can be used as

manure




Fig 10: Proposed Tentative STP Layout Plan with MBBR Technology (180KLPD) capacity

(It may vary during construction as per the site conditions)




Fig.11.GENERAL PROCESS DIAGRAM OF STP PLANT

D. EXTERNAL SEWERAGE

There are no alterations in the natural slope and drainage pattern of the project site. Sewage lines will be laid

along the natural slope of ground with a self cleansing design velocity of 0.75mtr. /sec. Minimum 150mm dia.

RCC NP2 pipe will be provided with a slope.

E.GROUND WATER POTENTIAL/HYDROGEOLOGY

Hyderabad receives 700 mm average rainfall annually, considering GHMC area of 600 sqkm accounts to 4200

Million Cum. More than 90% of rain water goes into drains and gets carried away from city as infiltration into

ground varies between 3% to 8% only under natural conditions & this further reduces with increased urbanisation.

Natural replenishment of ground water reservoir is a slow process and is often unable to keep pace with this

incessant downpour, concrete jungles/ roads, reducing open/ public places and excessive exploitation of ground

water. The city receives abundant rains, gets flooded with every rain and many of the borewells go dry between

January to June but with improvised rain water harvesting (RWH) methods the infiltration rate can be increased to

10%. Hyderabad is situated on Deccan Plateau which is mainly underlain by rocks. Regular methods of recharge

pits are not very successful at all places because we can find sheet rock/ boulders beneath the proposed RWH pit

or sometimes due to clay soil also where the percolation is minimum or not possible. The rainwater reaching the

deep aquifers vertically is more important at present times than travelling horizontally through the weathered

zone.




The effluents/sewage coming out of the complex should be monitored regularly. Ground water is recommended to

be monitored in at least two points in the direction of ground water flow to keep surveillance on the ground water

quality.

M/s Green House Plantations Pvt Ltd has proposed Storm water Drainage system, Rainwater Harvesting pit

construction etc for water conservation. Rainwater harvested from the surface and rooftop runoff is used to

recharge the sub soil.. We are proposing 14 no.of rectangular Recharge pits with sizes 1.25 m x 1.25 m 1.0 m

4.1 STORM WATER DRAINAGE AND RAIN

WATER HARVESTING

All along the road network of the proposed project, storm

water drains would be provided to collect water during

rains. They would be adequately sized to prevent

flooding of the site. It is proposed to have rainwater

harvesting structures for recharge of roof top rainwater

and rain water of paved surface at respective apartment

and villas. Treatment for silt, oil & grease removal will

be provided to rainwater harvesting recharging pit.

Overflow from the harvesting pit and storm water of

road/ open space will be collected through road side

storm water drains. For better infiltration of rainwater

into ground, storm water drains will be provided. The

storm water drains are connected to nearby natural drain.

The details of rainwater harvesting calculation is given in

Table 10. Typical Rain water harvesting pit design is

given in Figure 10

The rainwater harvesting pits will be provided adjacent

to the apartment blocks, so that the roof water can be

directly sent to nearest Rainwater harvesting pit. The

excess water if any from the rainwater harvesting pits is

diverted to storm water drains & STP plant.

Figure 12

Typical Rain Water Harvesting Pit Design




F.SOLID WASTE MANAGEMENT DURING CONSTRUCTION PHASE AND OPERATION

PHASE

5.0. Construction Phase:-

Solid waste would be generated both during the construction as well as during the operation phase will be

disposed strictly as per Solid Waste Management Rules 2016 and Construction and Demolition waste

management rules 2016. 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 to be followed for the management solid waste:

All construction waste shall be stored within the site itself. A proper screen will be provided so that

the waste does not get scattered.

Attempts will be made to keep the waste segregated into different heaps as far as possible so that their

further gradation and reuse is facilitated.

Materials, which can be reused for purpose of construction, levelling, making roads/ pavement will

also be kept in separate heaps from those which are to be sold or land filled.

The local body or a private company may be arranged to provide appropriate number of skip

containers/ trolleys on hire.

The use of the construction material basically depends on their separation and conditions of the separated

material. A majority of these materials are durable and therefore, have a high potential for reuse. It would,

however, be desirable to have quality standards for the recycled materials. Construction waste can be used in

the following manner.

Reuse of bricks, tiles, stone slabs, timber, piping railings etc to the extent possible and depending upon

their conditions.

Sale/ auction of materials which cannot be used at the site due to design constraint

Plastics, broken glass, scrap metal, used cement bags, etc can be sent for recycling in the industries.

Rubble/ brick bats can be used for building activity, such as levelling, under coat of lanes where the

traffic does not constitute heavy moving loads.

Larger unusable pieces can be sent for filing up low laying areas.

Fine material such as sand, dust, etc can be used as cover material

The unearthed soil can be used for levelling as well as for lawn development

The broken pieces of the flooring material can be used for levelling in the building or can be disposed

off

The unused or remaining paints/varnishes/wood can either be reused or can be disposed off.




5.1 Solid Waste Collection / Disposal Plan during Operation Phase:

The operations phase of the project the refuse generation rate as 0.5kg/Capita/day for residents, 0.25

Kg/Capita/day for staff in commercial shops/offices and 0.15 Kg/Capita/day for visitors have been

considered. Collection systems comprise waste containers at ground floor of the building. The solid waste

shall be disposed to the appropriate site as per municipal authority. The generated solid waste shall be first

segregated as plastic, glass, paper and other waste separately and disposed off as per MSW Rules, 2016. The

inert solid waste will be transported to a govt. designated landfill site.

Table 11. SOLID WASTE GENERATION DURING OPERATION PHASE

Solid Waste Calculation

Sl

No. Description occupancy kg/capita/day

Total solid waste

generated in kg

1 office staff in Commercial

Tower 1300 0.15 195

2 Shopping Area in podium 50 0.15 8

Total solid waste generated 203

Bio-Degradable waste

Biodegradable: 40% 80kg/day (Waste vegetables and foods etc.)

Recyclable 50% 100kg/day (Papers, cartons, thermocol, plastics, glass etc.)

Inerts 10% 23kg/day

Total: 203 kg/day

A. Estimated total quanity of Non-biodegradable waste will be 123kg/day.

B. An e-waste quantity of 0.4Ton/annum will be estimated to be generated, which will be sold to

authorized e-waste recyclers. The detailed breakup calculation has been given in EMP Plan.

Biodegradable waste Management :

Bio-degradable waste will be collected in the secondary processing area and fed to an

Organic Convertor the compost will be used as manure.

STP sludge is to be used for horticultural purposes as manure.

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

Non bio degradable - Sent to Authorized Vendors.

Recyclable waste

The segregated recyclable waste will be sold off to vendors

Inert waste




The inert waste collected at site will be sent to landfill through the municipal waste

handling system.

Fig 13. Solid Waste Management plan during operation phase

Municipality

Solid Waste

Biodegradable Non-Biodegradable Recyclable

Sold to

Local vendors Small Collection Bins

Block Collection Points

Main Collection Points

Municipal Solid Waste

Management Facility

Small Collection Bins

Block Collection Points

Main Collection Points

Organic converter

/ Vermicompost

Manure

Inerts




G. AIR QUAITY AND NOISE LEVELS IMPACTS & MITIGATION MEASURES

6.1 Air Quality Impacts

An assessment of air quality impacts associated with the construction and occupation of the proposed project

has been carried out. Worst case impacts on the representative receivers have been assessed. Three major

sources of air pollution have been identified namely construction dust emission, road traffic emissions and

DG set emissions.

1.Construction Phase: Construction works include site clearance, site formation, building works,

infrastructure provision and any other infrastructure activities. The major air pollution source during this

activity is dust generation as a result of the above activities.

2. Occupation Phase: The major sources of air pollutants are the vehicle emissions from traffic on roads

internal and neighboring roads, air pollutants emitted from operation of DG sets and other mechanical

equipments used for day to day activities proposed at these project.

The representative air sensitive receivers within the study area represent the future and existing sensitive

receivers likely to be affected by the project.

6.1.1 Construction Phase Impacts

The principal potential source of air quality impact arising during construction period is fugitive dust

generation. The dust, measurable as PM 2.5 & PM 10 would be generated as a result of construction activities.

The construction program of the project shall commence immediately after obtaining statutory clearances.

The potential dust sources associated with construction activities are loading and unloading of the materials,

top soil removal, travel over unpaved roads and wind erosion etc. The construction works associated with the

proposed development are broadly given below.

1. Site development and foundation works

2. Dust generation due to vehicles bringing raw materials

3. Un loading of raw materials, removal of unwanted waste material from site

4. Civil constructions and provision of infrastructure required for various activities proposed at each project.

Among all the construction activities, site formation has the highest potential for causing dust nuisance to the

nearby air sensitive locations. During the construction of the project, existing houses nearby may be subject to

the potential dust impacts.

6.1.2 Mitigation Measures proposed

For the proposed project, site leveling and grading will be carried out for construction apartments and club

house, where ever possible natural elevations will not be disturbed, only leveling activity will be carried out




for providing roads, sewage network, storm water system, and places required for providing buildings.

According to the engineering assessment; most of the excavated material (for providing basements) shall be

reused within the project boundary, if any excess will be disposed through local contractors for filling low

lying areas or road laying purposes, etc. The movement of cut and fill material will be limited. Broad

estimation shows that there would not be more than 20 vehicles from the construction site within a day, since

all the excavated material shall be reused at the site itself.

The control measures proposed to be taken up are given below:

Regular water sprinkling on internal roads in the project area, this activity will be carried out at

least twice a day, if need arises frequency will be increased on windy days, in this way around

50% reduction on the dust contribution from the exposed surface can be achieved.

The duration of stockpiling will be as short as possible as most of the material will be used as

backfill material for the open cut trenches for road development.

Temporary tin sheets of sufficient height (3m) will be erected around the site of dust

generation or all around the project site as barrier for dust control.

All the vehicles carrying raw materials will be covered with tarpaulin / plastic sheet, unloading

and loading activity will be stopped during windy period.

To reduce the dust movement from civil construction site to the neighborhood the external part

of the building will be covered by plastic sheets

Vehicles having pollution under control certificate will be allowed.

Drivers of the Vehicles will be instructed to follow speed limits (<20 kmph), reducing the

speed of the vehicle will reduce generation of dust to large extent.

Speed limit boards will be displayed at entrance gate, speed breakers will be provided if

needed.

Given the implementation of proper control measures for dust suppression, no adverse impacts are expected

and compliance with the Ambient Air Quality is achieved at at all time.

6.1.3 Occupation Phase Impacts

As the proposed project is a construction project there are no major point source emissions like industries. The

major air pollutants associated with this project is from incoming and outgoing vehicles. In addition to this the

other source is use of DG set during power failure as back up source for lighting and other emergency needs.

The use of DG set will be as minimum as possible as it is used during power failure as a backup. The Details

of the DG set stack height calculation, stack provided, pollutants expected along with Mitigation measures

have been given in Table no 4.




6.2 Noise Level Impacts

Sound pressure level generated by noise source decreases with increasing distance from the source due to the

wave divergence. An additional decrease in sound pressure level with distance from the source is due to

atmospheric effect or interaction with the objects in the transmission path. It is also affected by the

environmental conditions.

The noise generation during construction phase and occupation phase will be different. The construction

phase will be temporary in nature where during occupation phase it will be continuous.

6.2.1 Impact during Construction

The major activities which produce periodic noise, during construction phase are as follows:

Foundation laying

Fabrication of structures

Operation of construction equipment

Movement of vehicles

6.2.2 Mitigation Measures

All noise generating equipment will be used during day time for brief period of its requirement. Proper

enclosures will be used for reduction in noise levels, where ever possible the noise generating equipment will

be kept away from the human habituation. Therefore, impact on noise environment due to proposed project

would be insignificant.

All vehicles entering into the project will be informed to maintain speed limits, and not blow horns unless it is

required.

6.2.3 Noise Impacts during Occupation phase

The major noise expected at the site is due to traffic movement and operation of DG set during power failure.

6.2.4 Mitigation Measures

To minimize the noise due to vehicular movement all the vehicles will be advised to get serviced regularly so

that the noise due to movement of vehicles will be minimum, they will also be advised not to blow horns

unless it is required. All noise generating machines like pumps, compressors, etc will be properly serviced and

mounted on anti-vibration pads to reduce the noise generation. The DG set will be provided by Acoustic

enclosure.




In addition to this, the entire open areas along the boundary, along the main road and internal roads shall be

provided with adequate green belt to diffuse the noise dispersion.

Trees with heavy foliage will be planted along the project boundary to absorb the noise, shrubs and creepers

will be planted for additional protection between tree trunks.




H. ENERGY & POWER REQUIREMENT, ELECTRICAL, BUILDING & FIRE

SAFETY ,DG SETS DETAILS :

7.1 GENERAL:

The Proposed Commercial building of M/s. Green House Plantations Pvt. Ltd mainly consists of following

major areas:-

Associated amenities are being provided with building.

7.2 DESIGN STANDARDS & CODES:

Electrical system design shall be in confirmation to the requirement of:

Indian Electricity Rule 1956.

Standards & Code Practice of Bureau of Indian Standard for various equipments & Systems.

National Building Code of India -2005 (Part -8)

National Electricity Code of India

7.3 DESIGN CRITERIA FOR ENERGY EFFICIENCY: Table 12: DESIGN CRITERIA FOR ENERGY EFFICIENCY

Design

Criteria

Proposal to Achieve Same

Energy

Efficiency

Use of energy efficient light fittings, ballast and transformers. T5 fixtures Solar and

LED fixtures shall be considered for Common Area.

Provisions of alternate circuits to serve common area light fittings to allow energy

saving in off-peak operation.

Safety of the

occupants and

end users

Strict compliance with Indian Electricity Rules & other safety code requirements.

All lighting and power circuits shall be protected by the circuit breakers and ELCBs.

Surge Arrestor shall be provided at the Main Panel and other SDBs/FDBs which has

external in/out cable connections.

Building shall be protected by the Lightening Protection System.

Reliability of the

Installation

Double Feeder with multiple Transformers from mall transformers thru separate mall

main panels.

Emergency generators to support 100% equipment / services in case of non-

availability of grid supply from mall common generators.

Flexibility and

Adaptability

Use of appropriate Cables to meet constant changes and needs in hotel businesses/

Utilities.

Planning shall be in such a way that distribution system will not have major change

in case of change in usage of area.

Expandability Sufficient spare capacity (about 20-25%) in the design of switchboard and

distribution network to meet future load growth.

Maintainability Space planning shall be done with consideration of regular service, maintenance;

and future replacement.




Following design parameters are considered while estimating the electrical loads:-

S.NO. DESCRIPTION LIGHT CONVENIENC

E POWER UPS/EQUIPMENT

1 Stair case 0.4 Watt/Sqft. - -

2

Common Area

Toilets, Elec. Room, AHU Room,

Corridors, Lift Lobby

1.0 Watt/Sqft. 0.7 Watt/Sqft. -

3 Hall 2.0 Watt/Sqft. 0.7 Watt/Sqft.

4 Bed room 0.5 Watt/Sqft. 0.5 Watt/Sqft.

5 Kitchen 1.0 Watt/Sqft. 4.0 Watt/Sqft.

6 Bank 3.0 Watt/Sqft. 5.0 Watt/Sqft. 5.0 Watt/Sqft.

7 Drg. hall 2.0 Watt/Sqft. 0.7 Watt/Sqft.

8 Dining hall 2.0 Watt/Sqft. 0.7 Watt/Sqft.

9 Living/Dining Area 0.5 Watt/Sqft. 5.0 Watt/Sqft.

10 Parking 0.2 Watt/Sqft. 0.2 Watt/Sqft. -

11 Office /Reception /Manager Room 2.5 Watt/Sqft. 5.0 Watt/Sqft. 5.0 Watt/Sqft.

12 Entrance /Attrium 3.0 Watt/Sqft. 4.0 Watt/Sqft. 2.0 Watt/Sqft.

13. Electrical Room 1.0 Watt/Sqft. 1.0 Watt/Sqft. 1.0 Watt/Sqft.

7.4 ELECTRICAL LOAD ESTIMATES:

Based on the above parameters and design brief for Mechanical & Electrical services, the load requirement of

whole Building project works estimated out as below Table no 13.POWER REQUIREMENT

Power Requirement In Kilo wats

Total Requirement(KW) for Commercial Tower and

podium blocks 345KW

Site services, Lift and other amenities 55KW

Total Power Requirement 400KW

Total Requirement KVA 500KVA

7.5 Source of Power:-

Overall maximum demand estimated for Commercial building project is approximately was 400KW or

500KVA. The source of Electricity will be Telangana State Electricity Board. The billing from TSEB shall be




on single point basis and submitting charges shall be collected from individual resident (by sub meter) spaces

by building management team.

7.6 BACKUP POWER SUPPLY:-

DG Sets of 2 x 125 KVA capacity for Commercial Building are proposing for power backup. DG Sets shall

have heat exchanger and silent type with canopy water cooled with AMF panel planned.

DG Plant Room shall be acoustically treated to arrest the noise pollution as per CPCB Norm.

Exhaust piping for the DG Sets shall be taken up to the highest point of 52meters as per CPCB guidelines.

Power is reliable in Raidurg village, Serilingampally area where site is located therefore continuous operation of

DG Sets may not arrive.

7.7 LIGHTING & POWER REQUIREMENT:

All common areas lightning will be by using the LED source.

PVC insulated copper conductor cable will be used for wiring purpose.

Solar Landscape lighting in open sunlit areas and Solar Water Heating is proposed as per

MNRE guidelines.

Roof insulation is planned to conserve energy.

Capacitor banks shall be planned for improving the power factor of the power supply.

7.7.1 EARTHING SYSTEM:

Safety in using electrical energy is of paramount importance considering its dangers. The earthing system will

be in conformity with the IS: 3043. All non-current carrying metal parts forming part of the electrical system

shall be connected to the grounding system. The requirement of Indian Electricity Rules and statutory

requirement of local Electricity authority shall also be met fully.

a. The Earthing System is divided into Two Sections:

i. Substation earthing

(Copper)

a. Transformer neutral earthing solidly earthed

b. DG sets neutral earthing solidly earthed

c. Bank buildings, server/ATM solidly earth

d. VCB solidly earth.

ii. Protective earthing

(GI)

a. LT panel body earthing.

b. Trans & DG set body earthing

c. Emergency Panel

d. Equipment's(DB’s)




7.7.2. FIRE ALARM SYSTEM:

An Independent Analogue Addressable Fire Alarm System for the Commercial Floors in 6th

and 10th

with

refuge area is proposed to be installed. The main fire alarm panel shall be installed in the Fire command

center cum security control room and repeater panels shall be installed at the appropriate locations viz.

Security Room at the Main Gate.

The addressable smoke and heat detectors are proposed to be installed in all areas. All detectors installed in

air conditioned areas will be linked to the specific AHU or FCU for alarm and controls. The hooters shall be

strobe cum hooters wherever the noise level is high. The whole system design shall be in accordance with

NFPA. The detectors shall be provided as per relevant national and international standards. The fire alarm

system will comply with the requirement of MDS14.

7.8 Street lighting:-

Proper illumination is necessary for safety, systematic movement of vehicles and

pedestrian. The roads will be lighted using energy efficient Solar or LED street lighting.

It is proposed to meet the desired illumination by mounting the luminaries on poles with

appropriate mounting height. The pathways shall be illuminated using bollards and post top

lantern. The power to street lights is proposed through cable laid directly buried in ground &

outdoor control-pillars. Control Pillars shall have lighting contactor with integral

Astronomic 24hrs Programmable Timer and auto manual switch for automatic ON & OFF

operation, thus reducing the energy consumption. Control Pillars shall have lighting

contactor with integral Astronomic 24hrs Programmable Timer and auto manual switch for

automatic ON & OFF operation, thus reducing the energy consumption.




I. TRAFFIC CIRCULATION SYSTEM AND CONNECTIVITY (PARKING REQUIREMENTS AND

PROVISIONS)

Adequate parking provision is allocated for vehicles parking at the campus. Total Parking area as per

GO.168 of Municipal Administration and Urban Development Department, Govt. of Telangana and

NBC code, Proposed parking for the Commercial building project is 66% of the Built-up area. i.e

11,630.79sq.m

Table 14. Proposed Parking

Parking Calculation

Type Area(sq.m) No.of ECS Car 2-Wheelers

Basement 1(Regular) 3494.49 100 80 60

Basement 1(mechanical) 1056 30 24 18

Basement 2 3494.49 100 80 60

Basement 3 3586 103 83 62

11630.79 sq.mt 333 267 200

Total ECS we are providing is 333ECS which Occupies 267 Cars and 200 Two-wheelers which is Adequate.

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

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

Circulation

The access to the site is predominantly from North 65meter wide Road of Old Mumbai Highway from

Tolichowki towards Gachibowli. There is a proposed 23meter wide drive way provided.

a) For Podium (G+1st Floor), All around Set back areas shall be 7m wide.

b) For Commercial Tower block , the coverage and all around setbacks shall be minimum 50% of

the podium block and shall be atleast 3m from the podium edge on all the sides.

c) The fire safety and fire escape measures for the tower block shall be independent of the

podium block.

The Entry and Exit gates has 7m width left and Internal drives of 4.5m are provided. 3 Basement

parkings are provided for the building. Parking plan is strictly adhered as per the norms of NBC and

Municipal Administration standards. Fire refugees are present in 6th

and 10th

Floors as per the norms.




Fig 14: Basement Parking-1 Fig 15 : Basement Parking-2




Fig 16 : Basement Parking-3




J. GREEN BELT /GREEN COVER AND THE LANDSCAPE PLAN

Green belt development is one of the most effective environmental pollution control measure. Trees play vital

role in the environment in preventing the horizontal dispersion of the pollutants to the surrounding areas.

They are very effective in trapping the pollution causing agents viz. dust and gaseous pollutants. They are also

considered to be excellent indicators of excessive ground level concentrations. The greenbelt is being

proposed for the following objectives.

Mitigation of fugitive dust emissions

Noise pollution control

Prevention of soil erosion

Balancing eco environment

Aesthetics

The green belt will be covered along the site boundary and along the roads. Apart from the bulk plantation in

vacant areas, Roadside avenue plantations will also be taken up. The placement of the plants would be

designed as follows:

Trees growing up to 10 m or more in height with thick canopy cover and perennial foliage would be

planted along the boundary.

Planting of trees would be done in rows with minimum three rows encircling perimeter of the project.

While planting the trees care would be taken that the buildings would be difficult to see through foliage

when seen from a point outside the green envelope. For preventing the horizontal dispersion of pollutants,

if any, the trees planted in alternate rows would fall in straight line.

Trees would be planted on roadside for containment of vehicular traffic emissions and fugitive emissions

due to the movement of vehicles.

Tree trunk being free foliage up to a height of 2 to 3 m, it is proposed to grow shrubs in front of trees so as

to give coverage to the open portion.

Sensitive species like Mangifera indica would be planted in patches along the entire green belt to work as

an indicator of pollution potential.

Landscape Plan

Total Green belt area proposed for the project = 478.81sq.mt which is 10.1% of the Net plot area.

Apart from this, there is a beautiful Tot-lots will be developed in the podium spaces.

Curtain Plantation: A green belt along the outer periphery of the premises and around yards;




Lung Plantation: At the free and empty places around the Office blocks, Stores, Shops, Raw material

Storage area etc.

Ornamental Plantation: Flowering trees and shrubs around the Office block, road dividers and lawns

to improve the landscape of the area.

FIG 17: LANDSCAPE PLAN

Green belt All along the border Lung plantation in commercial offices




Table 15: List of plants identified for greenbelt and plantations

A) Tree Species planted all along the road side/boundary wall of the project site

Tree

Common name

Scientific name Important Features

Shirish Albizia lebbeck Shady tree, yellowish green fragrant flowers

Neem Azadiracta indica Large tree, good for roadside plantation

Peepal Ficus religiosa Large tree, good for roadside plantation

Maharukh Ailanthus excelsa Large tree, good for roadside plantation

Nandruk Ficus retusa Shady tree, good for roadside plantation

Karanj Pongamia pinnata Shady tree.

Ashoka tree Saraca asoka Tall, Shady tree with red-yellow flowers.

Katesavar Bombax ceiba Large tree, red flowers.

Kadamb Anthocephallus cadamba Shady, large tree, ball shaped flowers.

B)List of Native Trees suitable for beautification in middle of project site:

Tree

Common name

Scientific name Important Features

Bahava, Cassia fistula Medium sized deciduous tree.

Beautiful yellow flowers, Butterfly host plant

Bakul Mimusops elengi Shady tree, small white fragrant flowers

Parijatak Nyctanthes arbor-tristis Small deciduous fast growing tree, beautiful

flowrers.

Tamhan Lagerstroemia flos-

regineae

State flower tree of Maharashtra

Medium sized tree, beautiful purple flowers

Kunti Murraya paniculata Small tree, Fragrant white flowers,

Butterfly host plant

Shivan Gmelina arborea Fast growing tree with beautiful yellow flowers

Lemon Citrus sp Butterfly host plant




K. DISASTER/ RISK ASSESSMENT AND MANAGEMENT PLAN

The Proposed Building blocks have a maximum height of 49.7meters which comes under the purview of Fire

safety clearance. Fire NOC is under Process. We are providing adequate Fire safety precautions to mitigate

the fire accidents as per NBC code and Bye-Laws of Telangana State Govt.

All the Commercial blocks including podium area are proposed to provide with Sufficient & Effectively

Smoke Exhaust System, Good Ventilation System on each floor throughout the entire Building, which can be

evacuate the Fire Smoke out from the entire building at the time of Fire incidence.

L. SOCIO-ECONOMICS/ DEMOGRAPHY IMPACTS OF THE PROJECTS

Raidurg Nawkhalsa used be one of the commercial zone of Hyderabad which is being urbanized fast. This

area is located near the hubs of Information Technology (IT) such as Hi-tec City and Gachibowli. Many of the

IT majors such as Infosys, Wipro and Microsoft have set up base here, making Raidurg area the choice

destination for IT professionals. One of the advantages of being close to prestigious institutions and IT hubs is

that the return on investment would appreciate. There would be a greater demand for rentals in this locality as

more people from other states would want to rent places closer to their place of work rather than commute.

Investment in this region has multifold effects on the overall economy of the region. Development of the well-

planned Construction project makes a powerful contribution to the formation and strengthening of linkages

with other sectors of the economy and, in the process, stimulates the creation and expansion of micro

enterprises at the local level, and helps to generate adequate socio-economic benefits to the local people and

also supplementary cash income opportunities for the women & other disadvantaged groups.

Any measure of such economic impact can be an indicator of improvement in the overall economic well-

being of the study area, which is one of the major goals of developmental efforts and deployment of resources

in the construction project.

The project will lead to multi-facet benefits for the society and some of the benefits are as given below:-

Economic gain (Increase in taxes to government)

Employment generation;

Infrastructural developmental works, such as improved access to potable water, communications, roads

(access to markets), and improved health and education services;

Increased personal income and wealth creation




(i) Economic gain

The proposed project brings not only the local people, but also the people from the other regions thereby

generate direct & indirect economic gains to the people. The proposed Commercial offices will be paying

taxes and service charges for the services extended by local municipal authorities.

(ii) Employment generation

The development of the project is also going to generate pro-poor employment (direct as well as indirect)

because; it is a highly labor-intensive industry housemaids, drivers, helpers. Indirectly children will join

nearby schools; residents will shopping in nearby shops, some of them may hire other services like laundry,

cleaning, etc.

(iii) Infrastructure creation

In addition to employment and business opportunities, construction projects often brings with it improved

infrastructure, security, communications, community development.

Health and education services for the poor can also be improved since government revenues generated from

such project activities may subsequently be invested in these services.

(iv) Increased personal income and wealth creation

Due to development of this high class quality Commercial Building project activities, the property values in

the region would also be a reflection of economic impact of the project. As discussed earlier, the project

would create new employment and business opportunities. Also the spin-off effects of the projects in the

neighborhood area would also increase the business volumes of existing businesses. These new opportunities

would result in increased personal income and better standards of living. With the increase in personal income

and new opportunities, the property values in the nearby areas would increase, thus resulting in wealth

creation for the nearby community. It is also important to note that when property values go up, the buying

class is generally the richer class of the society or business entities. This phenomenon, though difficult to

quantify at this stage, would redistribute wealth within the society and create opportunities for the people

owning property in the nearby region.




M.ENVIRONMENT MANAGEMENT PLAN

9.0 PROJECT MONITORING

Pollution monitoring program includes periodic analysis of air, ground water, soil and wastewater samples.

Ground water and soil samples at representative locations within and nearby the project site will be

periodically analyzed to detect contamination if any.

In the event of any contamination, concerned authorities will be intimated immediately and appropriate

corrective action in consultation with an approved technical agency will be initiated.

9.1 MONITORING STRATEGY

The monitoring of various environmental parameters is necessary and is a part and parcel of the environmental

protection measures. Monitoring is as important as that of control of pollution since the efficiency of control

measures can only be determined by monitoring.

A well-defined environmental monitoring program would be employed to monitor the environmental attributes

to check whether they maintained within the permissible limits.

The following Environmental attributes would be monitored:

Air pollution and meteorological aspects

Water and waste water quality

Noise levels

Soil characteristics

Ecological preservation and up gradation

Maintenance of water conservation methods

Maintenance & operation of STP

Locations and frequency of monitoring would be as per the guidelines of TSPCB/CPCB and MOEF.

9.2 Ambient Air Monitoring

As per MOEF&CC there is a need to identify 2 ambient air stations at 120o angle keeping the main source in

the center. The ground level concentrations of suspended particulate, sulphur dioxide and nitrogen oxides in

the ambient air outside the project boundaries and in the adjoining areas will be monitored at regular intervals.

Any deviation from predicted/expected values will be investigated and necessary action will be taken.




9.3 Noise Monitoring

Noise levels in the complex will be monitored periodically. If any deviation is observed necessary corrective

measures will be taken.

Monitoring noise levels is essential to assess the efficacy of maintenance of schedules undertaken to reduce

noise levels and noise protection measures. A good quality sound pressure level meter is essential for this

purpose. Noise surveillance is for the benefit of the well being of residents and to keep track of sources.

9.4 Water Quality Monitoring

Ground water near the project site will be routinely tested for its quality. No contamination of ground water

and surface water is expected. However the water will be periodically tested for any change of water quality.

The sewage coming out of the Commercial building should be monitored regularly. Ground water is

recommended to be monitored in at least two points in the direction of ground water flow to keep surveillance

on the ground water quality.

9.5 Sewage Treatment Plant

The operations of STP are monitored to ensure the quality of treated water and discharge of waste water into

municipal sewage system. The de-silting of sludge on regular basis needs to be ensured.

9.6 BUDGET FOR EMP:

The details of activities and expenses to be incurred on EMP are presented below.

Table no.16. EMP Budget

S.No. Component Amount

Rs Lakhs

1 STP & Rainwater Harvesting 60

2 Green Belt Development and landscaping 20

3 Organic waste converter 30

4 Solar and LED lightening 20

5 2no.s of DG sets for power backup 10

6 Environment Monitoring, Maintenance 10

Total 150 lakhs or 1.5 crores as

Capital Expenditure

Recurring Expenditure 30 lakhs




The recurring expenditure includes maintenance of green area & landscape, monitoring of environmental

attributes and maintenance & operation of STP and rain harvesting system.

The budget for the components of EMP will be a part of project cost while the recurring expenditure will be

met from the maintenance charges collected from individual Offices in commercial floors on monthly basis.

Implementation

The Environmental Management will be implemented by the project promoters through a responsible in

charge person, appointed exclusively for the purpose, with the help of assistants.

9.7 Manpower requirement

The maximum peak man power required for the development of proposed project during construction and

occupation stages are given in below table. Skilled occupations include carpenters, electricians, plumbers,

ironworkers, masons, and many other manual crafts, as well as those involved in project management.

Table 17

Manpower Requirement

S.No Phase Number Remarks

1 Construction Phase 100 Skilled, unskilled, supervisors, etc

2 Operation Phase 50 Security guards, Shopping staff in the Podium

block, Maintenance staff in Commercial Offices,

STP operators, gardeners, housemaids,

electrician, plumbers, Cab drivers etc

9.8 ENVIRONMENT MANAGEMENT PLAN

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

• 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




Proposed Environmental Mitigation Measures

These measures together constitute part of Environmental Management Plan (EMP). The environmental

mitigation measures for construction and operation phases has been given in Table – 18.

Table – 18 : Proposed Environmental Mitigation Measures

Area Mitigation Measures

Construction Stage:

Water quality • Toilet and drinking water facilities for construction workers will be provided by the

contractor at the construction site to avoid unhygienic condition at site.

Air quality • Dust suppression measures will be 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 will be used and engines will be turned off when not in use.

Noise level • Protective gears of such as ear mufflers etc. will be provided to construction

personnel exposed to high noise levels.

Solid wastes • Waste construction materials will be recycled and excess construction debris will

be 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 with the occupational safety manuals will be

adopted to prevent accidents/hazards to the construction workers.

Operation Stage:

Water quality • Sewage will be treated up to the tertiary level in the proposed STP.

• Entire treated sewage will be reused for toilet flushing and horticulture.

• Regular monitoring of STP effluent quality will be carried out as per norms.

Air quality • Back up DG sets will comply the applicable emission norms.

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

• Back up DG sets will be used only during power failure.

• Regular monitoring of emissions from DG sets and ambient air quality will be

carried out as per norms.

Noise level • DG sets will be installed in the basement to minimize the vibration and impact on

ambient noise.

• DG room will be treated acoustically as per norms to control the noise from DG

sets.

• Pumps, STP, Compressors, DG sets etc. will be properly maintained for fuel

efficiency and noise control.

• Personal protective equipment will be provided to the maintenance staff working in

high noise areas.




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 collected in the secondary processing area and

fed to an Organic Convertor the compost will be used as manure.

• Dewatered / dried sludge from STP will be used as manure in horticulture.

Hazardous waste • Used / spent oil from DG sets will be sold to registered recyclers.

Rainwater

harvesting

• Adequate rainwater harvesting will be provided by means of recharge into the

groundwater.

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.

• Undertaking all necessary pollution control measures to maintain the emissions and

discharges within the prescribed/stipulated limits.

It is imperative that the Project Authority set up regular monitoring stations to assess the quality of the

surrounding environment during construction and 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 -19. The monitoring will be the responsibility

of EMC.

The post operational monitoring Programme will be under the supervision of the Site Engineer at the project

site. Monitoring will be get carried out by recognized laboratories.




Table -19: Environmental Monitoring Plan – Operation Phase

ource Monitoring Location Parameters to be

Monitored Frequency

Ambient Air

Quality

At 2 locations (one inside

the project site and one at

boundary of the project site

along predominant wind

direction)

PM10, PM2.5, SO2,

NOx and CO

Twice a year or as per

conditions of EC or as per

requirement of

CPCB/SPCB

Sewage Treatment

Plant

Inlet and Outlet of STP pH, BOD, Suspended

Solid, Oil & Grease



requirement of

CPCB/SPCB

Ambient Noise At 2 locations (one inside

the project site and one at

boundary of the project site

nearest to building area)

Day and night

equivalent noise level



requirement of

CPCB/SPCB

9.9 Environment Management Cell

The composition of the Environment Management Cell and responsibilities of its various members are given

in Table – 20.

Table -20 : Environment Management Cell

S. No Person Proposed Responsibility

1. Project Level

(Construction

phase):

Site In-charge

• Environmental management & pollution control during

construction stage

• Installation of pollution control facilities and implementation of

the conditions of Environmental Clearance and Consent to

Establish

• Environmental monitoring during construction stage

• Secondary responsibility for ensuring legal compliance during

construction stage

2. Project Level

(Operation):

Maintenance

Manager

• Environmental management and operation & maintenance of

pollution control facilities during operation stage

• Environmental monitoring during operation stage

• Secondary responsibility for environment management and

decision making for all environmental issues

• Secondary responsibility for ensuring legal compliance and

interaction with regulatory agencies during operation stage




N.PROJECT BENEFITS

a.Introduction

Raidurg village of Serilingampally is a major IT suburb of Hyderabad which is near to Gachibowli and

Hi-tech city. Many of the IT majors such as Infosys, Wipro and Microsoft have set up base here,

making Tellapur the choice destination for IT professionals.

Hyderabad’s brand image of being ranked fifth dynamic city in the world too has propelled the sector

resultantly offering more options both in terms of residential and commercial structures. The

proposed Commercial Building project consists of Shopping areas in the podium and Commercial

office spaces in 12 floors, due to this project some of the benefits expected area as follows.

Improvements of Physical Infrastructure

Improvements in Social Infrastructure

Direct and indirect employment to locals

b. Improvements of Physical infrastructure

Due to the proposed project the revenue of the local municipal will increase because of permissions

and municipal taxes, sales taxes, etc. Small scale units of nearby areas will get boost and sales will

improve because of increased demand for their products.

c. Improvements in Socio Infrastructure

Due to the proposed project the social infrastructure of the project area and its surroundings will

improve. The following changes in socio-economic status are expected to take place with this project.

a. Development of infrastructure with all the amenities

b. Developing green belt

c. Providing STP and dual plumbing for effective water recycling.

d. Employment Potential

The main advantage of the construction sector is direct employment generation

1. Absorbs rural labour and unskilled workers (in addition to semi-skilled and some skilled)

during construction phase.

2. Permits large-scale participation of women workers both during construction and operation

phase. The maximum benefit will be for local labor as they are easily accessible.

Additionally it is estimated that good number of jobs will be created as an indirect employment

opportunities at local/ regional level due to contractual, marketing and associated jobs directly with the

project. The other related employment due to transportation requirement, supply of essential items and




services to the project site and other community services will be plenty. The project provides direct

employment to Security guards, blue color workers in the Podium block, Maintenance staff in

Commercial Offices, STP operators, gardeners, housemaids, electrician, plumbers, Cab drivers etc

The construction sector has major linkages with the building material industry since construction

material accounts for sizeable share of the construction costs of the project. These include cement,

steel, bricks/ tiles, sand, aggregates, fixtures, fittings, paints, construction equipment, petro-products,

timer, mineral products, aluminium, glass and plastics.




ANNEXURES




Annexure-1

Highrise Clerance from Airport Authority of India, Begumpet







ANNEXURE-2

LAND DOCUMENTS

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