ENVIRONMENTAL MANAGEMENT PLAN - Welcome...

ENVIRONMENTAL MANAGEMENT PLAN

FOR THE PROPOSED MALL CUM MULTIPLEX PROJECT

OF SRI. VANAM RANGAIAH & OTHERS

AT H.NO.5-5-181,182 (NEW NO:5-5-185, 186) &

SY.NO: 53 (P) & 56 (P), WARD NO:5, SAHEBNAGAR KHURD VILLAGE,

HAYATHNAGAR MANDAL, RANGA REDDY DISTRICT TELANGANA STATE.

SUBMITTED TO

STATE LEVEL ENVIRONMENT IMPACT ASSESSMENT AUTHORITY,

TELANGANA.

SUBMITTED BY SRI. VANAM RANGAIAH C/O. NAMISHREE INFRASTRUCTURES # 6-3-1090/B/4, “THE GRAND”, 3RD FLOOR, RAJ BHAVAN ROAD, SOMAJIGUDA, HYDERABAD – 500 082

PREPARED BY

M/S. VISON LABS # 16-11-23/37/A, FLAT NO. 205, 2ND FLOOR, N-MART BUILDING, OPP. RTA OFFICE, MOOSARAMBAGH, MALAKPET, HYDERABAD - 500 036 PHONE : 040-24544320/65792001 FAX : 040-24544320 E-MAIL: [email protected]

SRI.VANAM RANGAIAH & OTHERS - EMP,

MALL CUM MULTIPLEX PROJECT AT H.No.5-5-181,182 (New No:5-5-185, 186) & Sy.No: 53 (P) & 56 (P), Ward No:5, Sahebnagar Khurd Village, Hayathnagar Mandal,

Ranga Reddy District of Telangana State.

M/s. VISON LABS, HYDERABAD 1

CHAPTER –1 1.0 INTRODUCTION

1.1 PURPOSE OF THE REPORT:

Sri. Vanam Rangaiah & Others are proposes to construct a Mall cum

Multiplex Project at H.No.5-5-181,182 (New No:5-5-185, 186) & Sy.No:

53 (P) & 56 (P), Ward No:5, Sahebnagar Khurd Village, Hayathnagar

Mandal, Ranga Reddy District of Telangana State. The Net plot area is

about 5,927.42 Sq.mts and the total Mall cum Multiplex built up area is

29,107.84 Sq.mts (G+6 Floors is 16,720 Sq.mts and the Parking area

with 3 Cellars is 12,387.84 Sq.mts).

As the total area proposed to be developed <1,50,000 Square Meters,

as per the EIA Notification dated 14th September 2006, the proposed

project activity falls under Building & Construction projects 8(a)

Category B (B2), which necessities to obtain Environmental Clearance

from SEIAA, Telangana State. As part of this activity the proponent has

prepared Form-1, Form-1A and Environmental Management Plan and

submitted to SEIAA, Telangana State for obtaining Environmental

Clearance.

1.2 IDENTIFICATION OF PROJECT & PROJECT PROPONENT:

The project is promoted by Sri. Vanam Rangaiah & Others and having

their office at # 6-3-1090/B/4, “The Grand”, 3rd Floor, Raj Bhavan

Road, Somajiguda, Hyderabad – 500 082.

1.3 PROJECT COST: The estimated cost for the proposed project will be 60.0 Crore.

1.4 SALIENT FEATURES OF THE PROJECT: The salient features of the project are given below





TABLE 1.1 – SALIENT FEATURES OF THE PROJECT

Total Plot Area 5,927.48 Sq.mts Total Project cost 60.0 Crore Built-up Area Mall cum Multiplex - G+6 Floors - 16,720

Sq.mts Parking area - 3 Cellars – 12,387.84 Sq.mts Total Built-up Area is 29,107.84 Sq.mts

Greenbelt Area 595 Sq. Mts

Height of the building 27 mts Nearest Fire station L.B. Nagar – 1.0 Kms Water requirement & Source Total Water Required – 97.61 KLD

Fresh Water – 47.19KLD(HMWS&SB & Ground water) Re-Cycled Water from S.T.P – 50.42 KLD

Power requirement & Source 2000 KVA, TSCPDCL

Backup Power 2 x 1000 KVA, DG sets Solid waste & Mode of Disposal

Garbage – 485.35 kgs/day, Which will be sent to GHMC STP sludge - 5 Kgs/day used as manure

Hazardous waste & Mode of Disposal

Used batteries – 2 No’s/Year Waste Oil from D.G. Sets – 60 Liters/Year will send to TSPCB Authorized Recyclers/Re-Processors





CHAPTER – 2

2.0 PROJECT DESCRIPTION 2.1 LOCATION DETAILS: Sri. Vanam Rangaiah & Others are proposes to construct a Mall cum

Multiplex Project at H.No.5-5-181,182 (New No:5-5-185, 186) & Sy.No:

53 (P) & 56 (P), Ward No:5, Sahebnagar Khurd Village, Hayathnagar

Mandal, Ranga Reddy District of Telangana State. The Net plot area is

about 5,927.42 Sq.mts and the total Mall cum Multiplex built up area is

29,107.84 Sq.mts (G+6 Floors is 16,720 Sq.mts and the Parking area

with 3 Cellars is 12,387 Sq.mts).

Features of the site:

The area earmarked for development of Mall cum Multiplex project is

located on L.B.Nagar to Hayathnagar Main Road. The geographical co-

ordinates of the site are 17°20'17.10"N Latitude and 78°34'3.07"E

Longitude.

i.Accessibility & Existing Road network

The nearest major road is NH-9 Hyderabad to Vijayawada, which is

adjacent to project site. The access to the project site is through with a

120 Feet Road.

ii.Topography

The General topography is plain topography. Commercial and

Residential activities are surrounding the site.

iii.Water Bodies

The major surface water bodies within the 10 kms radius is Saroor

Nagar Cheruvu – 4.2 Kms (W), Pedda Cheruvu – 1.0 Kms (NW) and

Musi River - 5.0 Kms (N).





The Location Map of the project site is provided at Figure No.2.1,

Topographical Map of the study area is provided at Figure No.2.2,

project Site Photographs are provided at Figure 2.3.

FIGURE NO.2.1 - LOCATION MAP





FIGURE NO: 2.2 –TOPOGRAPHICAL MAP





FIGURE NO: 2.3 –PROJECT LAYOUT MAP





TABLE 2.1: SALIENT FEATURES OF PROJECT SITE

Village

Mandal

District

Sahebnagar Khurd

Hayathnagar Mandal

Ranga Reddy

Longitude 78°34'3.07"E

Latitude 17°20'17.10"N

Ambient Temperature Minimum 130 C

Maximum 430C

Humidity 55 – 65 %

Rainfall 800 – 1100 mm per Annum

Climate Tropical & Semi-Arid

Nearest Village Chintalkunta – Adjacent

Type of soil Silty sand and morum

Distance from nearest Air Port Shamshabad Airport – 18 kms (SW)

Reserve Forest Mansurabad RF - 1.4 Kms (NE)

Gurramguda PF - 2.5 Kms (S)

Kuntlur RF - 5.8 Kms (ENE)

Medpalli RF - 8.6 Kms (NE)

Nadargul RF - 8.8 Kms (SSW)

Imarath Kamcha RF - 8.9 Kms (SW)

Ambarpet RF - 9.6 Kms (E)

Any historical monuments

within 10 KM radius

None

Any ecologically sensitive

areas within 10 KM radius

Mahavir Harina National Park –1.5Kms (E)

Topography Plain and land locked





2.2 BUILT-UP AREA:

Sri. Vanam Rangaiah & Others is proposes to construct a Mall cum

Multiplex Project and the floor wise details are provided in Table 2.2.

TABLE 2.2 – NUMBER OF FLOORS AND AREA

Floor Built-up Area(Sq.mts) Ground Floor 2,595

First Floor 2,475

Second Floor 2,675

Third Floor 2,820

Fourth Floor 3,010

Fifth Floor 1,875

Sixth Floor 495

Total 15,945

2.2 PARKING AREA:

The total area allocated for parking is 12,387.84 Sq.mts. The total

parking area is being proposed in the proposed project is given below:

TABLE 2.3 – PARKING SPACE PROVISION

Floor Parking Area(Sq.mts) Cellar-I 4086.78

Cellar-II 4092.63

Cellar-III 4208.43

Total 12,387.84





2.3 ROAD NETWORK:

The nearest major road is Hyderabad to Vijayawada National High Way,

which is adjacent to the proposed project.

2.4 WATER REQUIREMENT:

The total water requirement of the project during occupational stage is

97.61KLD, out of that the fresh water requirement is 47.19 KLD which

will be sourced from HMWS&SB & Ground Water. The treated waste

water available after treatment is 50.42 KLD, which will be used for

Flushing, HVAC & Gardening.

The total water requirement during occupational stage is given below;

TABLE 2.4 – WATER REQUIREMENT

Description No. of Persons Water Requirement (KLD)

Employees 294 13.23 Multiplex 1834 27.51 Restaurant 291 20.37 Retail unit 735 11.02 HVAC 0 18.48 Greenbelt 0 2 Washings 0 5 Total 97.61

As per suggestions of NBC, water requirement for multiplex and retail

units is 15 liters/day/ person, Restaurants 70 Liters/day/Person and for

Employees 45 Liters/day/person, is considered.

2.5 POWER REQUIREMENT:

The power requirement for the proposed project is 2000 KVA, which will

be sourced from the TSCPDCL.





2.6 BACK-UP POWER DETAILS:

Entire power, lighting, UPS power shall be on emergency supply

through 2 x 1000 KVA DG set.

2.7 FUEL REQUIREMENT: The fuel requirement for 2 x 1000 KVA DG sets is 100 Liters. The fuel

used in DG sets is High Speed Diesel (HSD).

2.8 MAN POWER REQUIREMENT:

The maximum man power required for the development of proposed

project during construction phase is 100 persons.

2.9 STORM WATER DRAINS:

All along the road network and the arterial roads of the proposed

complex, storm water drains would be provided to collect water during

rains. They would adequately sized to prevent over flooding of the site.

2.10 ENVIRONMENTAL INFRASTRUCTURE: a). Waste Water Generation & Management: Total quantity of wastewater generation is likely to be 63.03 KLD. The

generated waste water is collected and treated in in-house Sewage

Treatment Plant of 70 KLD capacity. The water balance details are

presented below.

TABLE 2.5 - WATER BALANCE

Input KLD Output KLD Domestic 43.28 Domestic Waste Water 34.62 Flushing 28.85 Flushing Water 27.41 HVAC 18.48 Evaporation Losses 34.58 Greenbelt 2 Waste water from Washings 1 Washings 5 Total 97.61 Total 97.61

The waste water generated from process i.e 63.03 KLD which will be

treated in S.T.P. The available recycled water after treatment @ 50.42





KLD, which will be used for Gardening, HVAC, Washings & Flushing. It

should therefore be concluded there is no significant impact on surface

water quality & hydrology of the area. The proposed rainwater

harvesting scheme stabilizes the groundwater table in the area.

b). Sewage Treatment Plant (STP):

A sewage treatment plant of 70 KLD capacity based on Fluidized

Aerobic Bio-Reactor (FAB) technology is proposed to treat 63.03 KLD of

sewage water generated in the proposed project .After treatment the

water will be used for Gardening & Flushing. The design of the STP shall

be based on the parameters given in below table.

TABLE 2.6 - DESIGN PARAMETERS OF SEWAGE TREATMENT

PLANT

Parameter Before Treatment

After Treatment

pH 6.5 – 8.0 6.5 – 7.5 TSS(mg/lit) 350 <100 BOD 350 <30 COD 450 <250 Oil & Grease 20 <10

Sewage Treatment Process Description:

Sewage treatment plant is designed to treat 70 KLD of Sewage per day.

This Sewage shall be generated across the 3 shifts. The proposed

scheme is depicted in the figure attached below.

Primary treatment: The Sewage is collected and led via drain to the

treatment plant site. In the drains, screens shall be provided for

retaining coarse matter. The screens are manual type and are to be

cleaned at regular intervals. Two stages of screens are provided i.e.

coarse screen followed by fine screens. The Sewage is then taken to

grit chamber for removal of grit. Following removal of grit, the Sewage

is taken to an equalization tank for attenuation of variation in waste





flow rate and characteristics. It is proposed to have equalization tank

with holding capacity of 6 hours DT. For mixing, and to avoid solids

from settling, air shall be bubbled in the equalization tank through a

grid placed at the base of the tank. The equalized Sewage is pumped at

a uniform and constant rate for further treatment.

Secondary treatment: Sewage from the primary stage treatment is

subjected to bio-chemical oxidation in aeration tank. An attached

growth fluidized bed aerobic system working as an extended aeration

system is proposed. Air for aeration is supplemented by means of

blowers connected to air diffusers. For immobilizing the microbes, high

surface area to volume ratio synthetic media shall be provided in the

aeration tank. This system has the following advantages:

a) Smaller foot print area

b) Ease in operation and maintenance

c) Operator skills required are minimal

d) System less susceptible to upset conditions (shock loading, power

failure etc.)

e) Lower energy requirements

f) No clogging or chocking of the media.

Following bio-chemical oxidation, the Sewage from the aeration tank is

taken to a tube-deck (secondary settling tank) for solid-liquid

separation. The sludge collected in the hopper bottom of the settling

tank is periodically withdrawn to sludge sump tank. Overflow from the

settling tank is subjected to tertiary treatment. Overflow from the

secondary settling tank is taken to chemical oxidation tank for

chemically oxidizing the residual contaminants. Chlorine shall be added

for chemical oxidation. For adequate contact time a chlorine contact

chamber with 30 minutes detention time and mixing arrangement is

proposed.





Tertiary treatment: The Sewage from chlorine contact chamber is

then collected in a sump and pumped to a pressure sand filter for

removal of particulate matter. The Sewage is then taken through an

activated carbon column for removal of trace organics and pollutants

(chlorine, color, trace organics etc.).

Sludge Treatment: Sludge from the settling tank shall be transferred

to sludge sump tank. By using filter press feed pumps we transfer the

sludge from sludge sump tank to filter press. The water from the filter

press is recycled into the equalization tank.

FIGURE – 2.4– PROPOSED SCHEME OF TREATMENT





c). Solid & Hazardous Waste Details:

Facilities Provided

Waste Generation

Norms Per Unit

Units Total Waste Generated

Kg/Day Retail Units 0.15 kg 1029 154.35

Multiplex 0.1 kg 1834 183.4

Food Court 0.5 kg 291 145.5

Garden & Open Space 0.0037 kg 595 Sqm 2.1

Total Waste/Day 0 0 485.35

Sludge - - 5

Batteries - - 2 No’s/Year

Waste Oil - - 60 Liters/Year





CHAPTER – 3

3.0 POLLUTION SOURCES - CHARACTERISTICS, QUANTIFICATION AND PREDICTION

3.1 POLLUTION SOURCES

Pollutants generated due to project activities during both the

construction and operation phase are solid, liquid and gaseous in

nature. Also the generation of pollution could be continuous, periodic or

accidental. Sources of pollutants and their characteristics during the

construction and operation phase are given below in Table 3.1.

TABLE 3.1: POLLUTANT SOURCES AND CHARACTERISTICS

S. No

Activity/Area Pollutant Pollutant Characteristics

Frequency

CONSTRUCTION PHASE 1. Ground

working and leveling

Air emissions – PM, NOx, SO2, CO

Dust from construction activities and excavation. Particulate matter, NOx and CO from vehicle exhaust

Temporary during construction phase only- bulk of the emissions are expected from ground working and leveling activities.

Earth / solid waste

Solid waste from construction activity and excavation.

Periodic.

Noise Noise generated from construction equipment and Machinery

Temporary during initial construction phase





S. No


Frequency

2. Labour Camps Sewage Sewage generated from temporary labour camps on site

Temporary – during the initial construction phase

Solid Waste Solid Waste generated from temporary labour camps on site

Temporary – during the initial construction phase

OPERATION PHASE 1. Vehicular

movement Air emissions and noise

Vehicle exhaust emissions

Continuous / Periodic

2. Diesel power generators

Air emissions SO2, NOx, SPM, CO from fuel burning

Periodic, only during power failure

Noise Noise due to running of equipment

Periodic

Waste Used Oil Generation

Periodic, during oil changes

3. Mall Cum Multiplex

Wastewater Wastewater containing food matter

Continuous / Periodic

Domestic Solid waste

Garbage / Food waste

Continuous

4. Raw water treatment

Wastewater Backwash water discharge

Continuous

Solid waste Sludge from coagulation process

Continuous

5. S.T.P Solid waste Settled and stabilized sludge

Continuous

Treated water

Treated sewage water used for Greenbelt

Continuous

6. Diesel Storage Solid waste Settled sludge during tank

Occasional





S. No


Frequency

Cleaning Oil Oil spillage –

Accidental large spills due to pipe rupture Oil Spillage - Small quantities due to small pipe leaks

Accidental / Only due to poor housekeeping

7. Maintenance / housekeeping

Wastewater Floor washing Continuous

Solid waste Used equipment parts and garden wastes

Continuous

8. Vehicle Parking Area

Oil Spills Minor oil leaks in parking lot

Continuous – small Quantities

9. Storm water drains

Wastewater Contamination discharge from site – Mainly suspended solids

During rainy season

3.2 AIR EMISSION SOURCES

Air emissions have no boundaries and can migrate between areas

depending upon the wind direction and speed.

3.2.1 Predicted Air Emissions from the site

CONSTRUCTION PHASE During the construction phase, PM is expected to be the main pollutant

associated with on-site roads (paved and unpaved), stockpiles and

material handling. In this case, pollution emission sources shall be

distributed throughout the project site and shall fall under the category

of area source. The land acquired is fairly flat, so extensive formation





work is not expected during this phase. It is assumed that most of the

excavated material shall be used within the project, with minimal cut

and fill material to come from outside the site.

Due to the confined nature of heavy construction activity during this

limited period, tailpipe emissions from construction equipment are

assumed to be essentially negligible.

OPERATIONAL PHASE During the operational phase, the diesel generator sets to be operated

for back-up power supply are the major source of air pollution. From

this point source, the following pollutants are expected;

PM, SO2, NOx and CO

Diesel Generator Set Fuel Combustion - Point Source

To serve as a back-up power supply, two diesel generators of 1 x 1000

KVA connected to individual stacks shall be installed. The diesel

generator sets are operated only during power failure thus conserving

fuel and reducing the pollution. As a worst-case scenario, emissions

were predicted assuming an operation time of 24 hours. The emissions

from the diesel generators are provided in the following table:

TABLE 3.2 – DIESEL GENERATOR SET EMISSIONS

Capacity of DG Set

No. of DG

Sets

Stack Height

(m)

Diameter of Stack

(m)

Temp. of exhaust gases

(0C)

Exit velocity (m/sec)

Pollutant Emission rate

(g/sec) SPM SO2 NOx

1x1000 KVA

1 5 mts above the

building

0.4 350 12.5 0.02 0.03 0.12





3.3 NOISE EMISSIONS SOURCES

The assessment of the impacts of noise on the surrounding community

depends upon:

Characteristics of noise source (instantaneous, intermittent, or

continuous in nature, with the latter contributing the least to noise

pollution);

Time of day at which noise occurs; and

Location of noise source with respect to noise sensitive receptor.

CONSTRUCTION PHASE

Sources of noise emissions are expected from various types of

construction equipment.

General noise levels generated from the operation of equipment and

machinery are provided in Table 3.3 below:

TABLE 3.3: NOISE LEVELS GENERATED FROM CONSTRUCTION

EQUIPMENT

Name of the source

Noise Level at 16 m (50 ft)from Source

in dB (A)

Noise Level at 1 m from Source (calculated)in dB(A)

Air Compressor 87 111 Back Hoe/Loader 81 105 Concrete Mixer Truck 85 109 Concrete Pumper 70 94 Concrete Vibrators 77 101 Cranes - mobile 81 105 Dump Truck 83 107 Generator Not Considered 75 (CPCB) Hammering 86 110 Jackhammer 88 112 Pile Driver 100 124 Radial Arm Saw 80 104 Source:www.gvrd.bc.ca/education/pdf04/ColumbiaWorkshop1-

ConstructionNoise.pdf





The MoEF has not yet prescribed noise emission specifications for

construction equipment. However, the limited information available is

provided in Table 3.4.

TABLE 3.4–NOISE LIMITS FOR APPLIANCES AND EQUIPMENTS

DURING CONSTRUCTION STAGE

Equipment Noise Limit dB (A) Air Coolers 60 Diesel Generators 85-90 Compactors (rollers), Front Loaders, Concrete Mixers, Cranes(movable), Vibrators, and Saws

75

OPERATIONAL PHASE During the operational phase, the diesel power generators will be the

major source of noise.

Diesel Generator Sets

Noise Limit for Generator sets run with Diesel Noise limit for diesel generator sets (upto 1000 KVA) manufactured on

or after the 1st January, 2005.

The maximum permissible sound pressure level for new diesel

generator (DG) sets with rated capacity upto 1000 KVA, manufactured

on or after the 1st January, 2005 shall be 75 dB(A) at 1 meter from the

enclosure surface.

Noise control for diesel generator will be as follows:-

Noise from DG set shall be controlled by providing an acoustic

enclosure or by treating the room acoustically, at the users end.





The acoustic enclosure or acoustic treatment of the room shall be

designed for minimum 25 dB (A) insertion loss or for meeting the

ambient noise standards, whichever is on the higher side ( if the actual

ambient noise is on the higher side, it may not be possible to check the

performance of acoustic enclosure/ acoustic treatment. Under such

circumstances the performance may be checked for noise reduction

upto actual ambient noise level, preferably, in the night time).The

measurement for Insertion Loss may be done at different points at 0.5

m from the acoustic enclosure/ room. The DG set shall be provided

with proper exhaust muffler with insertion loss of minimum 25 dB

(A).These limits shall be regulated by the State Pollution Control Boards

and the State Pollution Control Committees.

3.4 WATER AND WASTEWATER MANAGEMENT

3.4.1 WATER REQUIREMENTS

Water requirement during the construction phase will be met from

water tankers. The required water during the operational phase will be

sourced from HMWSSB/Ground water. However, in the event of non

availability of water or for any excess requirement of water during the

operational phase, the proponents are proposing backup with the aid of

rainwater collection in the reservoirs which will be duly treated, water

recycling and water tankers (in case of water supply failure). It is also

emphasized that at any stage of the project, groundwater reserves

would not be exploited for the water requirement. The water

requirements during various phases of the project are discussed below:

A) CONSTRUCTION PHASE

The project implementation would involve various construction

activities. The following section summarizes the water requirement, its

sources and management of wastewater.





Site development: Development of site for the proposed development involves excavation,

leveling of the ground surface and stock piling. However as the project

site is flat with no vegetation cover, the leveling activities would result

in very less water usage. Water requirement for any use at this stage

would be provided from water tankers. Similarly, the generation of

domestic wastewater can be managed on site.

Construction of building infrastructure: The construction of building infrastructure that includes Mall cum

multiplex would require water and may generate waste water too.

Water demand during construction phase would be for:

Construction activities.

Domestic use.

Construction phase may last for a period of approximately two years in

order to complete the earthwork, foundation lying, superstructure

development, service provision and finishing. The water requirement is

being met from the water tankers.

B) OPERATIONAL PHASE

Daily Water Requirement and Sources: It has been mentioned before that the domestic water requirements will

be met from the HMWSSB/Ground water supply scheme. The water

requirement for Flushing, Gardening, Landscaping and other purposes

would be met from duly treated recycled water. Water requirements

are planned to be met partly by tankers and partly by rainwater

harvesting by way of collecting the rain water in the specifically built

reservoirs, which would be duly treated before use in the project

activity, otherwise it will be recharged to the ground to augment the





water table in the area. Water tankers will be used only in case of any

emergency or failure of water supply by Ground Water or insufficiency

of the water reservoir.

Water conservation:

Water conservation is an important part of sustainable living and in

order to optimize the water requirement in the project, the developers

would incorporate the component of water conservation by means of

rainwater harvesting and water recycling using fixtures which are low

flow and water efficient models such as 3 liter capacity WC flushing

system, sensor operated urinals and taps to minimize the wastage of

water along with employee education and awareness programme and

selective use of dry type urinals. As per the approved plans from

GHMC, various mitigative measures shall be proposed to further

minimize the impacts.

Storm Water Management & Rain Water Harvesting Structures

Elaborate plans have been made for channelizing the storm water by

constructing water drains leading to the reservoirs. In order to

minimize the surface runoff loss, groundwater recharging through

groundwater recharge pits at the project site has been planned.

Appropriate design considerations have been taken while designing the

recharge pits.





TABLE-3.5: ESTIMATE OF RAIN WATER HARVESTING

S.No.

Particulars Paved Area

Roof area

Green Area

1 Catchment area (m2) 3457.42 1875 595

2 Runoff coefficient 0.75 0.9 0.3

3 Rainfall(m/hr) 0.033 0.033 0.33

4 Run off load (m3/hr) 85.571145 55.6875 58.905

Paved Area = Total Plot Area – (Roof Area + Green Area)

= 5927.42-(1875+595)

= 3457.42m2

Paved Area:

= Catchment Area X Runoff Coefficient X Rain Fall

= 3457.42 X 0.75 X 0.033

= 85.57 m3/hr

Roof Area:


= 1875 X 0.9 X 0.033

= 55.68 m3/hr

Green Area:


= 595 X 0.3 X 0.033

= 58.90 m3/hr

Total Run off load = 200.16 m3/hr Taking 15 minutes Retention Time, Total volume of storm water =

200.16/4 =50.04 m3

Taking the effective dia and depth of a Recharge pit 1.2 m and 1.5 m

respectively, Volume of a single Recharge pit = π r 2 h = 3.14 × (1.2)2

× 1.5 = 6.78 m3

Hence No. of pits required = 50.04 /6.78 = 7.37 say 8 Pits.





FIGURE-3.1: RAIN WATER HARVESTING STRUCTURE

3.4.2 WASTEWATER QUANTIFICATION AND CHARACTERISTICS

The wastewater generation during construction and operational phase

is described below:


Waste water generation during construction period shall be from

construction labours and construction activities. Wastewater generation

due to construction activities would be very less. Since the project lies

in an urban stretch, preference would be given to the employment of

labours local to the area. This would result in settlement of less labour

colonies in the project site and hence less wastewater generation from

the transit labour settlements.


During this phase, it has been assumed that 80 % of the water supplied

will be discharged as wastewater (Source: Manual on sewerage and

sewage treatment, published by Government of India). Hence

approximately 63.03 KLD of domestic effluent would be generated.

Wastewater generated is expected to have characteristics and pollution

load as shown in Table 3.6.





TABLE 3.6: EXPECTED WASTEWATER CHARACTERISTICS AND

POLLUTION LOAD

Parameter Unit Inlet Concentration

Outlet Concentration

Quantity KLD 70 - pH -- 7.0 – 9.5 6.5 – 7.5 Oil & Grease Mg/l 20-30 <10 TSS Mg/l 150-300 <10 BOD Mg/l 250-350 <20 COD Mg/l 500- 600 <30

The wastewater with the foresaid characteristics can neither be

discharged into inland surface water nor reused. Suitable treatment

would be given to the wastewater so as to meet CPCB requirements

depending upon the end use. It is proposed to install a sewage

treatment plant of capacity 70 KLD, to recover the recycled water of

quality suitable for use in gardening. A sewage treatment plant of 70

KLD capacity based on Fluidized Aerobic Bio-Reactor (FAB) technology

is proposed to treat 63.03 KLD of sewage water generated in the

proposed project .After treatment the water will be used for Gardening

& Washings.

The treated wastewater shall meet the standard required for discharge

on land for horticulture. Table 3.7 gives the comparison of the

standards that would be met by the treated wastewater and quality

norms prescribed for discharge on land by irrigation.





TABLE - 3.7: DISCHARGE NORMS FOR WASTE WATER

Parameters Quality Norms Discharge On land for irrigation

Quality Norms for Discharge in inland surface water

Treated standard For proposed project

pH 5.5 to 9.0 5.5-9.0 6.5 to 7.5 Biological Oxygen Demand (BOD3 at 27°C) mg/l

100 30 < 15

Chemical Oxygen Demand (COD) mg/l

- 250 < 100

Suspended Solids 200 100 <30 Oil and Grease 10 10 < 10

3.5 SOLID AND OTHER WASTES Waste quantification and characterization exercise is being carried out

to estimate the quantum and type of waste that would be generated by

different activities due to proposed project during construction and

operation phase. The estimated quantity and quality of waste would

serve as a baseline for designing collection, transportation, treatment

and disposal options for solid waste generated due to proposed project.

3.5.1 WASTE SOURCES AND QUANTIFICATION

Description of solid and other wastes generated from the site during

construction and operation phases of the project is given in Table 4.8.

TABLE 3.8: SOLID AND OTHER WASTES GENERATED

S. No.

Activity/Area Waste Generated

Waste Characteristics

Frequency of generation

CONSTRUCTION PHASE 1. Earth Working

and Construction Wastes

Earth, Stones, concrete,

Larger quantities





Construction bricks, lumber etc.

will be generated in construction phase.

2. Labour camps Domestic wastes

Mainly bio-degradable wastes including food wastes.

Temporary – during construction phase.

OPERATIONAL PHASE 1. Mall cum

Multiplex Domestic waste Biodegradable

wastes (food waste) and non-biodegradable wastes (paper, plastics etc.)

Daily

3. Roads sweepings dust, leaves etc. Daily 3. Utilities

including Power generation

Waste from oil Waste oil Only during oil changes – six monthly.

4. Sewage Treatment Plant

STP Sludge Stabilized sludge – to be used as manure for the landscaping.

Every week – after sludge drying operation.

Waste quantification has been done based on the activities proposed in

the project master plan. The waste generation for each activity has

been estimated based on National and International standards

applicable in similar setting. The following section gives the details of

the type of waste generated by different activity, waste generation

factors and assumptions used for estimating waste generation.

Waste quantification and characterization exercise is being carried out

to estimate the quantum and type of waste that would be generated by





different activities due to the proposed project activity during the

construction and operation phase.

3.5.2 WASTE QUANTIFICATION A) CONSTRUCTION PHASE Construction activities create solid wastes that need to be disposed.

Such wastes include sand, concrete, gravel, stone, bricks, plastic,

paper, wood, metal and glass. According to a report prepared by the

Technology Information, Forecasting, and Assessment Council (TIFAC),

estimated waste generation during construction and demolition

operations is 60 kg/m2 and 500 kg/m2 respectively (TIFAC, 2001). This

waste after sorting can be used for backfilling in the basement and for

leveling purposes.

B) OPERATIONAL PHASE Waste quantification has been carried out based on the activities

proposed in the project master plan. Waste generation factors for each

activity are as per the National and International standards applicable

in similar setting. Following section outlines details of the type of waste

generated by different activities.





TABLE 3.9: ESTIMATED WASTE GENERATION FROM DIFFERENT

ACTIVITIES

S. No

Type of Waste Quantity Collection/storage Disposal

1 Garbage 485.35 Kg/day

Stored in green and blue bins for recyclable and non-recyclable wastes respectively. Collected and transported to the segregation point by Municipality.

Sent to Authorized Vendors.

2 STP Sludge 5 Kg/day Stored in HDPE bags. Used as manure and or given to farmers.

3 Used Batteries

2 Nos. year - Sent to Authorized recyclers or returned to seller

4 Used Lubricant

60 L/year Stored in HDPE Carboy Sold to authorized recyclers

Note:

Garbage Calculation Source: As per Manual on Municipal Solid Waste Management by Central Public Health & Environmental Engineering Organization (CPHEEO), Ministry of Urban Development, GOI.

Residential Refuse : 0.5 Kg/Person/Day Commercial/Club House/Visitors Refuse

: 0.15 kg/person/day

E-Waste : 0.18kg/person/year E-waste Source : International Resource Group Systems South Asia Pvt. Ltd

(IRGSSA), (M/s IRG Systems South Asia Pvt. Ltd), 2005.

3.5.3 WASTE CHARACTERIZATION Waste characterization for the proposed project has been carried out on

the basis of waste characterization studies in similar settings. The

following section details the estimated waste generation for proposed

project during construction and operation phases.





A) CONSTRUCTION PHASE During the construction phase, a considerable quantum (90%) of waste

generated at the project site would be inert waste, which largely

comprising of clay, sand, gravel, untreated wood (natural wood, no

paint), brick, concrete, concrete block, asphalt, pipes, conduits and

light steel material. A major portion of this waste will be used for

backfilling the basement and other leveling purposes.

Table 3.10 gives an estimate of the average composition of waste that

shall be generated from the onsite construction activities.

TABLE 3.10: WASTE COMPOSITION – CONSTRUCTION PHASE

S.No. Constituents Percentage Composition 1. Soil, Sand and Gravel 34.99 2. Brick and Masonry 29.95 3. Concrete 24.98 4. Metal 4.97 5. Bitumen 2.04 6. Wood 2.04 7. Other 1.02 Total 100

Source: Derived from TIFAC Report “Utilization of Waste from Construction Industry”, 2001


Waste generated during operational phase can be broadly subdivided

into following.

a) Biodegradable

b) Recyclable

c) Non recyclable(Inert)

Table 3.11 shows the estimated composition of waste generated in

proposed project during operation phase.





TABLE 3.11: ESTIMATED WASTE COMPOSITION

S.No. Characteristics of Waste Units Percentage Composition

Physical Characteristics 1. Paper and paper board % 40 2. Glass /ceramics % 5 3. Metals % 3 4. Plastics % 11 5. Rubber and Leather % 1 6. Textile % 2 7. Wood % 1 8. Food waste % 18 9. Others (Garden and Inert) % 19 Total 100 3.6 OTHER STRESSORS LEADING TO ENVIRONMENTAL IMPACTS

Change in Landscape of the site: The landscape of the area will

change with the coming up of proposed project. The large vista,

interconnected lawns and open green areas will change the aesthetics

of the local area.





CHAPTER –4

4.0 IMPACT ASSESSMENT & MITIGATION

MEASURES 4.1 IMPACT ASSESSMENT:

The potential impacts on the surrounding environment in the 10km

radial distance of proposed project site along with the mitigation

measures during construction and operational stages are summarized

in Table 4.1 and Table 4.2.

The construction phase is for a period of 24 months. Considering this to

be a relatively short period, all construction impacts can be considered

to be short term and temporary.

As for the operational phase, the project proponent shall ensure that

impacts are minimized and are within applicable/ specified limits by

TSPCB & CPCB by providing relevant pollution control equipment and/

or mitigation measures discussed in the following tables.


MALL CUM MULTIPLEX PROJECT AT H.No.5-5-181,182 (New No:5-5-185, 186) & Sy.No: 53 (P) & 56 (P), Ward No:5, Sahebnagar Khurd Village, Hayathnagar Mandal, Ranga Reddy District of Telangana State.


TABLE – 4.1 - CONSTRUCTION PHASE - POTENTIAL IMPACTS AND MITIGATION MEASURES

S. No.

Environmental components

Potential impacts

Source of impacts Mitigation measures Remarks

1. Water resources

Minor negative & temporary impact on surface & ground water resources.

Water requirement of 50 - 70 KLD for construction activities

Judicious use of water; minimization of water consumption by use of high-pressure hoses for dust suppression

Water requirement will be sourced from the bore wells & water tankers. However, the bore wells shall not be tapped beyond their yield.

2. Surface water quality

No impact Erosion and run-off due to excavation/ construction activities, especially in monsoon season; Discharge of waste water, construction as well as domestic.

Avoiding excavation in monsoon season; providing appropriate measures for erosion and sediment control; providing adequate sanitation facilities for workers at site; avoiding discharge of untreated wastewater in the area.

-

3. Ground water quality

No impact Construction activities

Storage area for fuels, paints, thinners, etc. to be such so as to avoid chances of spillage. No discharge to ground water body.

-




S. No.


Potential impacts


4. Air quality Temporary negative impact

Construction equipment; operation of DG sets for construction power requirement; vehicular traffic; excavation; concreting; etc.

Carrying out construction activity in temporary enclosures, where feasible; water sprinkling for dust suppression; regular maintenance of construction equipment & vehicles; use of fuel of proper quality; use of state-of-the-art construction equipment & methods

-

5. Noise Medium negative & temporary

Various construction activities; material and vehicular movement

Use of low noise generating state-of-the-art construction equipment and construction techniques; providing personnel protective equipment to workers; providing temporary enclosure for DG set and other construction activities, where feasible; avoiding construction work in the night time

-




S. No.


Potential impacts


6. Land (i) Land use/

requirement No impact The total plot area

is 5,927.42 Sq. m. No land conversion is required as land is a vacant plot and is designated for Commercial complex by municipal corporation.

Site Premises is designated as Residential area

(ii) Solid wastes & land pollution

Temporary minor negative impact

Construction material handling; construction wastes handling and disposal

Maintaining proper inventory control for reduced waste generation; substitution of hazardous raw materials by non-hazardous materials, where feasible; providing proper facility for storage and handling of fuel oils; disposal of spent oils, classified as hazardous waste by sale to authorized third party; proper handling and disposal of construction wastes; Contractor’s to assume full responsibility for clearing off construction wastes

-

(iii) Geology & Seismicity

No impact Construction of the Mall cum Multiplex

No heavy structure planned as part of the project

All civil structures shall be constructed




S. No.


Potential impacts


as per earthquake zone classification

7. Ecology Minor positive impact

Construction activity causing impact on existing ecosystem on-site and top soil; cutting of existing vegetation, if required;

No trees on the site shall be cut. In fact green belt will be developed all along the building boundary, roadside and lane divider. water sprinkling during dust generation activities; erosion and sediment control; noise and fugitive dust control; restricting construction activity during night time

No ecologically sensitive area such as forest/ agricultural land will be used for the project. Presently, the site has no trees. 595 Sq. m to be developed as greenbelt.

8. Socio-economic (i) Population and

literacy rate Minor negative and temporary

Increase in population due to possible temporary settling of construction workers from outside the study area for the project

Employing local people to the maximum extent possible

About 100 construction workers are expected to be employed

(ii) Employment Minor positive & temporary

Availability of construction jobs

Employing local people to the maximum extent

About 150 construction workers




S. No.


Potential impacts


impact possible are expected to be employed

(ii) Amenities such as education, medical, water supply, sanitation, etc.

No impact Needs of construction workers;

Employing local people to the extent possible for construction work; making adequate provision through the contractors to handle water, sanitary, medical and fuel requirement of construction workers to ensure that the existing infrastructure is not strained

-

(iv) Transportation Temporary negative impact

Increased traffic load due to transportation of construction materials and workers

Ensuring that traffic is well regulated. Use of non-peak hours for material transportation

-




TABLE – 4.2 - OPERATIONAL PHASE – POTENTIAL IMPACTS AND MITIGATION MEASURES

S. No.


Potential impacts


1. Water resources

Minor negative impact on surface water resources Moderate negative impact on ground water resources due to consumption. Minor positive impact due to recharge by rainwater harvesting.

Total water requirement for the proposed project is 97.61 KLD. (Fresh water 47.19 KLD & S.T.P recycle 50.42 KLD)

Recycle water will be used Flushing and Gardening

The fresh water will be sourced from ground water.

2. Surface water quality

No impact Discharge of sewage and waste water from utilities

Recycle water will be used Flushing and Gardening

-

3. Ground water quality

No impact Discharge of sewage and waste water from utilities

No discharge of wastewater to ground water body; use of treated sewage water for Flushing, Gardening

Rainwater from the rain water harvesting will be used to recharge ground water.




S. No.


Potential impacts


4. Air quality Minor negative impact (for SO2, NOX and HC emissions)

Fuel combustion in DG sets

All emissions will be well within the specified emissions standards; stack height = building height + 5 mts. for safe dispersal of pollutants; HSD with 0.25% sulfur content in DG sets; periodic maintenance of DG sets for reduced emissions

All emissions well within the specified limits

5. Noise Minor negative impact

Noise generating rotating/ moving equipment

Proper equipment selection; mandatory acoustic enclosure for DG sets; regular maintenance of noise generating equipment; providing personnel protective equipment to persons working in noisy areas; suitable design and location of utility block; development of suitable green belt and landscaping

-




S. No.


Potential impacts


6. Land environment (i) Land use /

requirement No impact Requirement of land

for the proposed project

5,927.42Sq.mts of area available for development

Once the project is operational, no additional land will be required.

(ii) Solid wastes & land pollution

Minor negative impact

Handling and disposal of hazardous and solid wastes

Segregation of wet and dry garbage – disposal of dry garbage through off-site recycling or to municipal waste collection system and wet waste to composting at site; disposal of waste lube oils by sale to authorized third party; buy-back arrangement for waste lead acid batteries

Though no solid/ hazardous waste will be disposed off on land, chances of inadvertent occasional spillage on land cannot be ruled out

(iii) Geology & Seismicity

No impact Improper building design not adhering to specified codes; improper building maintenance

Regular maintenance of the structures to withstand natural phenomena; carrying out the structural integrity testing

-

9. Ecology No impact Emissions and discharges from

All emissions and discharges including noise

-




S. No.


Potential impacts


project operations; noise generation; improper disposal of wastes

will be within specified standards; all solid/ hazardous waste will be disposed off in environmentally sound manner

10. Socio-economic factors (i) Population and

literacy rate No impact Increase in

population due to settlement of personnel and their families from outside the study area for the proposed project

Employing personnel from within the study area to the extent possible, subject to availability of skilled manpower requisite to the job requirement

Approximately 600 persons Direct employment and indirect employment are expected to be employed for the project

(ii) Employment Medium positive impact

Direct employment of personnel for proposed project.


Approximately 600 persons Direct employment and indirect employment are expected to be employed for the project




S. No.


Potential impacts


(ii) Amenities such as education,

medical, water supply,

sanitation, etc.

No impact Requirement of various facilities for the children of personnel employed from outside the study area


Various amenities in the study area are adequate.

(iv) Transportation Medium negative impact

Burden on the existing road infrastructure due to the increased traffic from the proposed project

Ensuring that vehicular movement is controlled during peak traffic hours; providing bus services from the office to the nearest railway station; encouraging car-pools for office employees

-


MALL CUM MULTIPLEX PROJECT AT H.No.5-5-181,182 (New No:5-5-185, 186) & Sy.No: 53 (P) & 56 (P), Ward No:5, Sahebnagar Khurd Village, Hayathnagar Mandal, Ranga

Reddy District of Telangana State.


CHAPTER – 5

5.0 ENVIRONMENTAL MANAGEMENT PLAN

5.0 INTRODUCTION:

The Environmental Management Plan (EMP) is a site specific plan

developed to ensure that the project is implemented in an environmental

sustainable manner where all contractors and subcontractors, including

consultants, understand the potential environmental risks arising from the

proposed project and take appropriate actions to properly manage that

risk. EMP also ensures the project implementation is carried out in

accordance with the design by taking appropriate mitigative actions to

reduce adverse environmental impacts during its life cycle.

The plan outlines existing and potential problems that may adversely

impact the environment and recommends corrective measures where

required. Also, the plan outlines roles and responsibility of the key

personnel and contractors who are charged with the responsibility to

manage the site.

The EMP is generally:

Prepared in accordance with rules and requirements of the MOEF and

the Andhra Pradesh Pollution Control Board;

To ensure that the component of facility are operated in accordance

with the design;

Process that confirms proper operation through supervision and

monitoring;

System that addresses public inconvenience during construction and

operation of the facility; and

Plan that ensure remedial measures are implemented immediately.





The key benefits of the EMP are that it provides the organization with

means of managing its environmental performance thereby allowing it to

contribute to improved environmental quality. The other benefits include

cost control as improved relations to the stakeholders.

EMP includes four major elements;

Commitment & Policy: Project proponents will strive to provide and

implement the EMP that incorporates all issues related to air, land and

water for the project.

Planning: This includes identification of environmental impacts, legal

requirements and setting environmental objectives.

Implementation: This comprises of resources available to the

developers, accountability of contractors, training of operational staff

associated with environmental control facilities and documentation of

measures to be taken.

Measurement & Evaluation: This includes monitoring, corrective

actions, and record keeping.

It is suggested that as part of the EMP, a Monitoring Team should be

formed by the project proponent comprising of the site in-charge, project

planning group representative and project implementation team

representative. This committee’s role would be to ensure proper,

operation and management of the EMP including the regulatory

compliance.

5.1 ENVIRONMENTAL MANAGEMENT PLAN

An Environmental Management Plan (EMP) will be required to mitigate the

adverse environmental impacts during construction and operation phase

of the project and these are as below:





5.1.1 EMP FOR AIR ENVIRONMENT


To mitigate the impact of PM (dust) during the construction phase of the

proposed project, the following measures are recommended for

implementation:

a dust control plan; and

Procedural changes to construction activities.

TABLE 5.1: DUST CONTROL PLAN

S.No Fugitive Dust Source Category

Dust Control Actions

1. Earth-moving - For any earth moving which is more than 30m from all property lines, conduct watering as necessary to prevent visible dust emissions from exceeding 100m in length in any direction.

2. Disturbed surface areas (except completed grading areas)

- Apply dust suppression in a sufficient quantity and frequency to maintain a stabilized surface; - Areas, which cannot be stabilized, as evidenced by wind driven dust, must have an application of water at least twice per day to at least 80 percent of the unstabilized area.

Disturbed surface areas (completed grading areas)

- Apply water to at least 80 percent of all inactive accessible disturbed surface areas on a daily basis when there is evidence of wind driven fugitive dust.

3. Inactive disturbed surface areas

- Apply dust suppressants in sufficient quantity and frequency to maintain a stabilized surface.

4. Unpaved roads -Water all roads used for any vehicular traffic at least twice per day of active operations; OR - Water all roads used for any vehicular





traffic once daily and restrict vehicle speed to 30 kmph.

5. Open storage piles - Apply water to at least 80 percent of the surface areas of all open storage piles on a daily basis when there is evidence of wind driven fugitive dust.

6. Track-out control -Downwash of trucks (especially tyres) prior to departure from site.

The most cost-effective dust suppressant is water, because a source of

water tends to be readily available on a construction site. Water can be

applied using water trucks, handheld sprays and automatic sprinkler

systems. Furthermore, incoming loads could be covered to avoid loss of

material in transport, especially if material is transported off-site.

Procedural Changes to Construction Activities Material Production - The transport of materials such as concrete and

asphalt to construction sites generate significant amounts of road dust,

especially for sites that are relatively far from material manufacturers.

Setting up temporary portable concrete plants and/or asphalt plants at

construction sites can eliminate haulage of materials.

Emission Control for Equipment- Control equipment such as particle

filters can be used to reduce diesel particulate matter emissions.

Idling Time Reduction - Construction equipment is commonly left idling

while the operators are on break or waiting for the completion of another

task. Emissions from idling equipment tend to be high, since catalytic

converters cool down, thus reducing the efficiency of hydrocarbon and

carbon monoxide oxidation. Existing idling control technologies, which

automatically shut the engine off after a preset time can reduce

emissions, without intervention from the operators.





Improved Maintenance - Recognizing that significant emission

reductions can be achieved through regular equipment maintenance,

contractors will be asked to provide maintenance records for their fleet as

part of the contract bid and at regular intervals throughout the life of the

contract. A monetary incentive/disincentive provision will be established

to encourage contractors to comply with regular maintenance

requirements.

Reduction of On-site Construction Time - Rapid on-site construction

would reduce the duration of traffic interference and therefore, reduce

emissions from traffic delay. Off-site fabrication of structural components

can also enhance the quality of work, as the production takes place in

controlled settings and external factors such as weather and traffic do not

interfere.

B) OPERATION PHASE

To mitigate the impact of pollutants from diesel generator sets during the

operational phase of the site the following measures are recommended

for implementation:

Diesel generator set emission control measures; and

Greenbelt development.

Diesel Generator Set Emission Control Measures

The most important pollutant requiring further control is NOx, as the

impact of SO2 emission is minimal because of the use of low (~0.05%)

Sulphur in diesel as fuel.

The following mitigation measures are proposed for NOx reduction:

add-on emission control technologies; and

NOx retarder





Among the above-mentioned options, inherent low NOx emissions

technologies (i.e. a temperature retarder) and better dilution through

higher stack are preferred cost effective mitigation measures. The add-on

emission control technologies are not considered as it leads to pollution

transfer to another media and shall require further mitigative measures.

Greenbelt Development

Increasing vegetation in the form of greenbelt is one of the preferred

methods to mitigate air pollution. Plants serve as a sink for pollutants,

reduce the flow of dust and reduce noise pollution.

TABLE 6.2 SPECIES TO BE USED TO REDUCE AIR POLLUTION IN

GREENBELT DEVELOPMENT

Botanical name Local name Importance Acacia auriculaeformis Auriculata Avenue tree Ailanthus excelsa Pedda maanu Tree borne oil Azadirachta indica Vepa or Neem Neem oil & neem products Cassia fistula Rela Ornamental and bark is a

source of tannin Casuarina equisetifolia Sarvi Pulp and construction material Eucalyptus spp. Eucalyptus Pulp and construction material Ficus benghalensis Marri Shade and a source of food for

birds Ficus racemosa Medi Edible fruits Ficus religiosa Raavi Shade and a source of food for

birds Gmelina arborea Gummadi teku Timber Grewilia robusta Silver oak Avenue tree Leucaena leucocephala Subabul Fodder and pulp wood Mangifera indica Mango Edible fruit Michelia champaca Chettu sampange Scented flowers Mimosops elengi Pogada Shade and edible fruit Muntingia calabura Wild cherry Shade and edible fruit Pongamia pinnata Gaanuga Source of biodiesel Polyalthia pendula Ashoka Majestic tree with drooping

branches Polyalthia longifolia Ashoka Avenue tree Tamarindus indica Chinta Tamarind fruit and leaf Tectona grandis Teak Timber Terminalia arjuna Nallamaddi Timber and shade tree Terminalia catappa Baadam Edible nuts





5.1.2 EMP FOR NOISE ENVIRONMENT A) CONSTRUCTION PHASE

To mitigate the impact of noise from construction equipment during the

construction phase of the site the following measures are recommended

for implementation:

Noise Shields - Construction equipment producing the most amount of

noise should be fitted with noise shields. This shield is a physical barrier

(composed of brick and mud, with a non reflective internal plastering),

approximately 3 meters in height, which will provide adequate noise

attenuation.

Time of Operation - Noisy construction equipment should not be

permitted during night hours.

Job Rotation and Hearing Protection - Workers employed in high

noise areas will be rotated. Earplugs/muffs, or other hearing protective

wear will be provided to those working very close to the noise generating

machinery.

B) OPERATION PHASE To mitigate the impact of noise from diesel generator sets during the

operational phase the following measures are recommended for

implementation:

Noise emissions control technologies; and

Greenbelt development.

Noise Emissions Control Technologies: All the diesel generators will

be housed in a suitable acoustic enclosure so that noise levels at a

distance of one meter do not exceed 75 dB(A) at 75% load (as per CPCB

norms). The diesel generator set housing will be equipped with walls and





ceilings lined with glass wool to acoustically treat the noise levels. This

acoustic insulation shall be designed to meet the mandatory standards

based on a 25 dB(A) insertion loss.

5.1.3 EMP FOR WATER ENVIRONMENT


To prevent degradation and maintain the quality of the water source,

adequate control measures have been proposed to check the surface run-

off, as well as uncontrolled flow of water into any water body. Following

management measures are suggested to protect the water quality during

the construction phase.

Avoid excavation during monsoon season.

No discharge of treated wastewater to soil and ground water body.

Waste water channels from the site would be connected to septic

tank during construction to prevent wastewater from entering the

water bodies.

To prevent surface and ground water contamination by oil/grease,

leak proof containers should be used for storage and transportation

of oil/grease. The floors of oil/grease handling area should be kept

effectively impervious. Any wash off from the oil/grease handling

area or workshop shall be drained through impervious drains,

Clarifiers or oil/water separators shall be constructed and effluent

should be treated appropriately before releasing it.

Construction activities generate disturbed soil, concrete fines,

fertilizer, oils and other wastes. On-site collection and settling of

storm water, prohibition of equipment wash downs, and prevention

of soil loss and toxic releases from the construction site are

necessary to minimize water pollution.





All stacking and loading areas should be provided with proper

garland drains equipped with baffles to prevent run off from the site

to enter any water body.

B) OPERATION PHASE

In the operation phase of the project, water conservation and

development measures need to be taken including all possible potential

for conservation of water, reuse, rainwater collection in reservoirs, and

recycling of waste water. These could be in the form of the following:

Water source Development

Minimizing water consumption

Promoting reuse of water after treatment and development of

closed loop systems for different water streams.

Water Source Development

Water source development shall be practiced by installation of

scientifically designed artificial water recharging structures. The objective

is to develop the water sources of the region, such that sustainable water

supply to the proposed project is maintained. Following methods normally

do artificial recharge;

Area Treatment

Spreading Methods

Open Well and Shafts

Drilled wells and Bore Holes

The suitability of a particular method is based on hydro-geological

condition, quality of source and proposed use of recharge water. In the

proposed project, groundwater recharge pits are planned for groundwater

recharging. It is envisaged that recharging to ground water will improve





the water quality in the area, as the rainwater is fresh and without any

pollution. It is planned to effectively harvest water by rainwater

harvesting mechanism.

Minimizing Water Consumption

Water consumption will be minimized by implementing water efficient

fixtures such as 3 litres WC flushing cistern and taps to minimize the

wastage of water together with other water conservation measures.

Furthermore, to ensure ongoing water conservation, an employee

education and awareness programme will be introduced for the employee

of the mall. Dry type urinals will also be used selectively. Following

section discusses the specific measures, which shall be implemented;

Commercial Usage:

Use of water efficient plumbing fixtures (ultra flow toilets and

urinals,). Water efficient plumbing fixtures use less water with no

marked reduction in quality and service. To install water less W.C.

flushing cistern helps in conserving water.

Leak detection and repair techniques

Sweep with a broom and pan where possible, rather than hose

down for external areas;

Awareness campaign to disseminate knowledge on strategies and

technologies that can be used for water conservation

New employees will be issued a standard water information packet.

The information should include water conservation plans, water

conservation methods being adopted in the complex and a list of

essential and non-essential water uses.

Office Manager will periodically remind the staff of water

conservation efforts and notify staff of recurring problems with

compliance or any changes in policy. As new conservation efforts





are implemented, the manager will communicate these changes to

the employees.

Proper methods of water use will be placed in the toilets and other

areas of water consumption.

Horticulture:

Drip irrigation system shall be used for the lawns and other green

area. Drip irrigation can save between 15-40% of the water use,

compared with other watering techniques.

Plants with similar water requirements shall be grouped on common

zones to match precipitation heads and emitters.

Use of low-volume, low-angle sprinklers for lawn areas.

Select controllers with adjustable watering schedules and moisture

sensors to account for seasonal variations, and calibrate them

during commissioning.

Selecting a drought resistant grass, and using lawn chemicals and

fertilizer sparingly also reduces watering needs.

Place 3 to 5 in. of mulch on planting beds to minimize evaporation.

Promoting Reuse of Water after Treatment and Development of

Closed Loop Systems

To promote reuse of Water after Treatment and development of closed

loop system for water, segregation of two schemes namely (i)

Wastewater Treatment scheme; and (ii) Storm water management

scheme have been suggested.

Harvested storm water as discussed in earlier section, shall be utilized for

artificial recharge of ground water sources as well as to augment the

project water requirements. Recycled wastewater shall be reused on site

for flushing, and gardening.





It is estimated that reusing wastewater will save approximately 30 to 35

% of portable water per day in the shopping mall. Following section

details the wastewater treatment scheme suggested for the project.

5.1.4 EMP FOR LAND ENVIRONMENT


Waste generated from construction activity includes construction debris,

biomass from land clearing activities (if any), waste from the labour

camp, and. other waste. The following section discusses management of

each type of waste. Besides management of topsoil is an important area

for which management measures are required.

Construction Debris

Construction debris is bulky and heavy and re-utilization and recycling is

an important strategy for management of such waste. As concrete and

masonry constitute the majority of waste generated, recycling of this

waste by conversion to aggregate can offer benefits of reduced landfill

space and reduced extraction of raw material for new construction

activity. This is particularly applicable to shopping mall project as the

construction is to be completed in a phased manner.

Recycled aggregate will be used for filler application, and as a sub-base

for internal road construction. Mixed debris with high gypsum, plaster,

shall not be used as fill, as they are highly susceptible to contamination,

and will be given to recyclers.

Construction contractors shall remove metal scrap from structural steel,

piping, concrete reinforcement and sheet metal work from the site. A

significant portion of wood scrap can be reused on site. Recyclable wastes

such as plastics, glass fiber insulation, roofing etc shall be sold to

recyclers.





Solid and Other waste: Construction sites are sources of many toxic substances, such as paints,

solvents, wood preservatives, pesticides, adhesives and sealants. Such

wastes generated during construction phase shall be stored in sealed

containers, labeled, and disposed of as required by the Hazardous Wastes

Management, Handling and Transboundary Movement Amendment Rules

(MoEF, 2009). Some management practices to be developed are;

Herbicides and pesticide will not be over applied (small-scale

applications) and not applied prior to rain;

Paintbrushes and equipment for water and oil based paints shall be

cleaned within a contained area and shall not be allowed to

contaminate site soils, watercourses, or drainage systems.

Adequate storage facilities for such waste shall be provided and the

waste collection containers conveniently located. A separate

designation to earmark such waste will be made so that the waste

storage areas are away from storm drains or watercourses.

Clearly label all such waste containers with the waste being stored

and the date of generation.

Educate employees and subcontractors on waste storage and

disposal procedures.

Soil Management Measures, which would be followed to prevent soil erosion and

contamination include - Maximize use of organic fertilizer for landscaping

and green belt development.

To prevent soil contamination by oil/grease, leak proof containers

should be used for storage and transportation of oil/grease and

wash off from the oil/grease handling area shall be drained through

impervious drains and treated appropriately before disposal.





Vegetation of bare areas after the project.

Working in a small area at a point of time (phase wise

construction).

Construction of erosion prevention troughs/berms.


The philosophy of solid waste management at the shopping mall will be to

encourage the four R’s of waste i.e. waste reduction, reuse, recycling, and

recovery (materials & energy). This will reduce in lesser reliance on land

filling. Regular public awareness meetings will be conducted to involve the

occupants and the employees to ensure proper segregation, storage and

collection of waste as per the Municipal Solid Waste (Management and

Handling) Rules 2000.

The Environmental Management Plan for the solid waste focuses on the

Segregation, Storage at source and Collection of the waste management

system.

Segregation and storage at source

Segregation of waste at source should be made mandatory for the

complex. Segregation or sorting waste at its source should be practiced in

order to encourage reuse/recycling. With segregation at source

recyclables do not lose their commercial value due to cross

contamination.

Waste generated at the complex should be segregated as: bio

degradable, inert cum mixed waste, recyclables and waste from changing

oil. The entire waste stream from the complex should be stored and

collected separately.





Collection

The Recyclables from the shopping mall would be given to the waste

itinerant buyers or rag pickers, whereas segregated bio-degradable waste

and inert cum mixed waste shall be sent to the nearest landfill site for

processing and final disposal. Wastes, such as spent oils, paint residues

etc. from the site would be collected separately & would be properly

disposed off.

5.1.5 EMP FOR BIOLOGICAL ENVIRONMENT

Construction activities change the natural environment. But it also creates

a built environment for the surrounding. The project requires the

implementation of following choices exclusively or in combination.

A) CONSTRUCTION PHASE Restriction of construction activities to defined project areas, which

are ecologically less sensitive.

Restrictions on location of labour camps and offices for project staff

near the project area to avoid human induced secondary additional

impacts on the flora and fauna species.

Cutting, uprooting, coppicing of trees or small trees present in and

around the project site for cooking, burning or heating purposes by

the laborers will be prohibited and suitable alternatives for this

purpose will be found.

Along the major construction work the peripheral greenbelt should

be developed, so that; it will grow to become a full-fledged green

cover by the time the construction is over.





B) OPERATION PHASE Enhancement of current ecology at the proposed project site will entail

the following measures:

Plantation & landscaping

Green Belt Development

Park & avenue plantation

The section below summarizes the techniques to be applied to achieve the

above objective.

Plantation & landscaping Selection of the plant species will be based on their adaptability to the

existing geographical conditions and the vegetation composition of the

forest type of the region.

During the development of the green belt within the project area, it has to

be emphasized that those native plant species should be planted which

are having good ornamental values and fast growing with excellent

canopy cover.

Selection of plant species for Green belt development

The selection of plant species for the development depends on various

factors such as climate, elevation and soil. The list of plant species, which

can be suitably planted, and having significant importance are provided in

Table 6.3. The plants should exhibit the following desirable characteristic

in order to be selected for plantation.

i. The species should be fast growing and providing optimum

penetrability.

ii. The species should be wind-firm and deep rooted.





iii. The species should form a dense canopy.

iv. As far as possible, the species should be indigenous and locally

available

v. Species tolerance to air pollutants like SPM, SO2 and NOx should be

preferred.

vi. The species should be permeable to help create air turbulence and

mixing within the belt.

vii. There should be no large gaps for the air to spill through.

viii. Trees with high foliage density, leaves with larger leaf area and

hairy on both the surfaces.

ix. Ability to withstand conditions like inundation and drought.

x. Soil improving plants (Nitrogen fixing, rapidly decomposable leaf

litter).

xi. Attractive appearance with good flowering and fruit bearing.

xii. Bird and insect attracting tree species.

xiii. Sustainable green cover with minimal maintenance

TABLE 5.3: SUGGESTED TREES FOR GREEN BELT DEVELOPMENT

Scientific Name Standard Name Time when flowering – fruiting occurs

Tamarindus indica Chinta March-April

Syzygium cumini Jama June-July

Mangifera indica Mango April-July

Leucaena leucocephala Subabul February-May

Emblica officinalis Usiri January

Azadirachta indica Vepa or Neem June-July





Landscaping and Avenue Plantation

Parks or gardens maintained for recreational and ornamental purposes

will not only improve the current ecology of the proposed site but also

aesthetic value in the area. The plan for plantation in parks and avenues

is given below.

Parks/Gardens

Ornamental trees with spreading branches, shade giving with

colorful flowers for people to relax.

Suitable patches of lawns, rocketry with cactus and other small

flowering xerophytic plants.

Avenue plantation

Trees with colonial canopy with attractive flowering

Trees with branching at 10 feet and above

Trees with medium spreading branches to avoid obstruction to the

traffic

Fruit trees to be avoided because children may obstruct traffic and

general movement of public.

5.1.6 EMP FOR SOCIO-ECONOMIC ENVIRONMENT

The Social management plan has been designed to take proactive steps

and adopt best practices, which are sensitive to the socio-cultural setting

of the region. The Social Management Plan for the proposed project will

focus on the following components

Income Generation Opportunity during Construction and

Operation phase

Proposed project would provide employment opportunity during

construction and operation phase. There would also be a wider economic





impact in terms of generating opportunities for secondary occupation

within and around the complex. The main principles considered for

employment and income generation opportunities are out lined below:

Employment strategy would prefer employment of local people.

General recruitment procedures will be transparent, public, open to

all and recruitment should be publicized in advance.

There will be no discrimination on basis of gender, caste or other

factors.

Improved Working Environment for Employees:

Proposed project would provide safe and improved working conditions for

the workers employed at the facility during construction and operation

phase. The complex will provide a new experience in working and

recreation. Following measures should be taken to improve the working

environment of the area.

Less use of chemicals and biological agents with hazard potential

Developing a proper interface between the work and the human

resource through a system of skill improvement

Measures to reduce the incidence of work related injuries, fatalities and

diseases

Maintenance and beautifications of the Complex and the surrounding

roads.

Providing a system of incentives to employers and employees to

achieve higher health and safety standards

Opportunities would be provided to the emerging and established artist

to showcase their work

Handicraft and indigenous crafts from different states would be

promoted by providing a platform for display and trade.





MITIGATIVE MEASURES

Transport and road safety: Since the project involves the movement of

vehicles and machineries in the area, the health and safety of pedestrians

and residents accessing the communities is an issue of concern.

Considering this, the project proponents shall mitigate the impact by

drawing traffic management plans, so that any mishap due to traffic

thenceforth can be avoided.

Besides having an implication on their safety, the increase in traffic would

create congestion, cause potential delays and inconvenience for

pedestrians. Taking this into concern, following aspects should be kept in

mind:

Proper precautionary signage shall be installed.

Training to the drivers

Installation of adequate speed breakers at correct locations.

Conclusion Thus overall, it’s evident that the project aims at maximizing the project

benefits to the people around the site, the region and the state in general.

As discussed in the study, appropriate measures would be taken to

mitigate negative impacts on the residents. The benefits along with

mitigation measures to tackle any adverse impact on the socio-economic

conditions should aim at creating most conducive situation for the project

to operate and maximize benefits of the socio-economic status of the

society and residents existing around the project site.

5.1.7 EMP FOR ENERGY CONSERVATION Energy conservation program will be implemented through measures

taken both on energy demand and supply as given in Figure 5.1





FIGURE 5.1: FLOW DIAGRAM FOR ENERGY CONSERVATION

Energy conservation will be one of the focuses during the Commercial

Complex planning and operation stages. The conservation efforts would

consist of the following:

Energy Saving Practices:

Purchase of energy efficient appliances

Constant monitoring of energy consumption and defining targets for

energy conservation

Adjusting the settings and illumination levels to ensure minimum

energy used for desired comfort levels

Installing programmable on/off timers and sensors for low

occupancy areas

Use of compact fluorescent lamps and low voltage lighting.

Sunscreen films on windows to reduce heating inside the buildings

Behavioral change on consumption

Training staff on methods of energy conservation and to be vigilant

to such opportunities.

Supply Demand Energy Conservation

Use energy –efficient DG Sets Exploring the possibilities of

introducing renewable energy

Reduce Consumption Use energy –efficient

appliances Create guest awareness





5.2 ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING

PLAN

Apart from having an Environmental Management Plan, it is necessary to

have a permanent staff charged with the task of ensuring its effective

implementation of mitigation measures and to conduct environmental

monitoring. The major duties and responsibilities of the person – in -

charge shall be as given below:

To implement the environmental management plan,

To assure regulatory compliance with all relevant rules and

regulations,

To ensure regular operation and maintenance of pollution control

devices,

To minimize environmental impacts of operations by strict

adherence to the EMP.

To initiate environmental monitoring as per approved schedule.

Review and interpretation of monitored results and corrective

measures in case monitored results are above the specified limit.

Maintain documentation of good environmental practices and

applicable environmental laws as ready reference.

Maintain environmental related records.

Coordination with regulatory agencies, external consultants,

monitoring laboratories.

Maintain of log of public inconvenience and the action taken

5.2.1 ENVIRONMENTALMONITORING

The purpose of environmental monitoring is to evaluate the effectiveness

of implementation of Environmental Management Plan (EMP) by

periodically monitoring the important environmental parameters within

the impact area, so that any adverse affects are detected and timely

action can be taken. The following areas will be monitored regularly;





1) Raw water quality of water supply, Bore well water and tanker

water (whenever used) will be monitored regularly to ensure

suitability for drinking or other domestic usage.

2) The treated water quality shall also be checked on a regular basis

particularly at the points of actual use.

3) Water consumption in various areas and for different users will be

measured on a regular basis. Water measurement devices will be

included in the design itself so that representative water

consumption data can be obtained and measures of control

instituted.

4) Raw and Treated Sewage will be monitored for general parameters

like pH, SS, COD, BOD and Oil & Grease. Also, residual chlorine and

coliforms will also be monitored for treated effluent.

5) Ambient air quality within the project area will be monitored

quarterly in a year for PM2.5, PM10, SO2, NOx & CO.

6) Stack emissions with respect to PM, SOx, and NOx level will be

regularly monitored from all stacks. The DG stack emissions

especially are regulated as per G.S.R- 489(E) dated July 9th, 2002

and compliance to these or TSPCB standards if any, will be ensured.

7) Noise levels will be checked at regular interval near service block

with DG sets, boilers, compressors and HVAC system, near STP and

other noise generating areas.

8) Quantity of solid waste generation will also be measured for the

different types of solid waste.

9) Quantity of hazardous wastes generated (waste lube and

transformer oil) shall be measured on a regular basis and records of





disposal maintained as per the Hazardous Waste (Management &

Handling Rules, 2003).

10). Numbers of used lead-acid batteries disposed off to authorised

vendors/ dealers will be monitored and requisite records

maintained.

5.2.2 AWARENESS AND TRAINING

Training and human resource development is an important link to achieve

sustainable operation of the facility and environmental management.

For successful functioning of the project, relevant EMP’s should be

communicated to the following groups of people:

Employees

Employees must be made aware of the importance of waste segregation

and storage, water and energy conservation. This awareness can be

provided through leaflets and periodic in house meetings. They should be

informed of their responsibilities for successful operation of various

environmental management schemes inside the premises.

Site Staff

Relevant personnel at site must be trained for the following:

Collection, Segregation and Storage of the solid and waste

generated during oil change.

Operation and maintenance of Sewage Treatment Plant and

reclamation system

Requirements of the Emergency Response Plan in case of an

emergency.





Techniques for waste minimization, water conservation and energy

conservation

Applicable environmental, health and safety regulations and

compliance requirements for the same.

Functioning of the Environmental Management System including

environmental monitoring, reporting and documentation needs.

5.2.3 RECORD KEEPING AND REPORTING

Record keeping and reporting of performance is an important

management tool for ensuring sustainable operation of the proposed

project. Records should be maintained for regulatory, monitoring and

operational issues. Typical record keeping requirements for the project

site is summarized in Table 5.5

Table – 5.5: RECORD KEEPING REQUIREMENTS Parameter Particulars

Solid Waste Handling and Disposal

Daily quantity of waste generated and sent for disposal

Sewage Treatment Daily quantity of raw and treated sewage

Quantity and point of usage of treated wastewater

Treated wastewater quality

Regulatory Licenses (Environmental)

Environmental Permits / Consents from TSPCB / MOEF

Copy of Waste manifests as per requirement

Monitoring and Survey Records of all monitoring carried out as per the finalized Monitoring protocol.

Other Log book of compliance Employee environmental, health and

safety records Equipment inspection and calibration

records, where applicable Vehicle maintenance and inspection

records





5.2.4 ENVIRONMENTAL AUDITS AND CORRECTIVE ACTION PLANS

To assess whether the implemented EMP is adequate, the project

Management Committee will conduct periodic environmental audits. These

audits will be followed by Corrective Action Plans (CAP) to correct various

issues identified during the audits.





CHAPTER–6 6.0 BUDGET FOR IMPLEMENTATION OF EMP

BUDGETARY ALLOCATION - CONSTRUCTION PERIOD CAPITAL INVESTMENT (IN LAKHS)

S. NO PARTICULARS AMOUNT REMARKS

1 Acoustic Enclosures & Stack attached to DG sets

2.50 D.G. Room & Stack height and Monitoring Platform

2 S.T.P (Sewage Treatment Plant)

40.0 Civil Works, Plant & Machinery & Technical Consultancy charges

3 Rain Water harvesting & Storm Water Drain network

2.50 Civil Works for construction of pits & material

4 Solid waste management

2.50 Storage Bins will be provided for Solid waste & Hazardous waste

5 Green Belt Development 05.0 Development of Pits, Sapling cost, Manure & Labour cost

6 Energy Efficient Lighting & Solar Power utilization

7.50 Solar Street Lights

Total 60.0 COST INCURRED DURING CONSTRUCTION PERIOD(IN LAKHS)

S. NO PARTICULARS AMOUNT REMARKS

1 Sanitary Facilities to workers 2.0 Temporary Toilet facilities to workers, Temporary sewerage lining & Transportation of excavated material.

2 Erosion & Sediment Control measures

2.0

3 Safe disposal of excavated material

2.0

4 Safe disposal of construction spoils

2.0 (Bituminous, oil materials, spoiled cement, etc.)

5 Dust control/ Noise attenuation screens

1.0 Kirby Sheets will be provided

6 Sprinkler arrangement for dust control

1.0 Water sprinkling will be done regularly

7 Monitoring of Environmental Parameters

1.0 Air Sample analysis, Water & Waste Water Analysis, Soil Sample Analysis & Noise Levels

8 Environmental Services 2.0 Will be Outsourced

Sub Total 13

Grand Total 73.0





BUDGETARY ALLOCATION - OPERATION PERIOD COST INCURRED DURING OPERATION PERIOD

S. NO

PARTICULARS AMOUNT (LAKHS)

REMARKS

1 Monitoring of Environmental Parameters

2.0 - Air Sample analysis - Water Analysis - S.T.P Inlet & Out let sample - Soil Sample Analysis - Noise Levels & - D.G. Stack (Quarterly Monitoring will be by third party)

2 S.T.P Operation & Maintenance

10.0 Chemicals, Employs, Power Charges & Replacement of machinery

3 Greenbelt Development 1.0 Maintenance Cost

4 D.G. Set 2.0 Maintenance Cost

5 Solid Waste Management 2.0 Replacement of Bins, MSW Collection Charges & Labour cost

6 Rainwater harvesting & Storm water drains network

2.0 Maintenance cost

Total 19.0





CHAPTER–7

7.0 BENEFITS OF THE PROJECT The project would benefit the project area in many aspects as detailed

below:

The project would provide commercial space at affordable costs.

The improvements in the physical infrastructure of the project result in

the development of commercial and service activities in the surroundings.

The implementation of project contributes to improvements in the social

infrastructure like roads, housing, water supply, electrical power,

drainage, educational institutions and hospitals etc., in the locality.

The project would create employment potential for skilled, semi-skilled

and unskilled labor both during construction and operational phases of the

project to local population.

Also for imparting any specialized skills to them to be eligible for such

employment in the project on a long term basis i.e., during operational

and maintenance stages of the project.





CHAPTER– 8

8.0 CONCLUSION

The proposed project is aimed at developing Mall cum Multiplex. The

proposed site is away from city traffic and located in serene environment

which will give comfort to guests. Adequate care is taken to protect,

preserve and improve the environment around the site. About 595 Sq.mts

of the area earmarked for development of greenery. It is proposed to take

water from Ground Water so that project need not draw ground water.

Further rain water harvesting structures proposed to enhance the ground

water of area. The waste water is proposed to be treated in ecologically

friendly treatment methodology and re-use back.

As the site is well connected with existing road net work and outer ring

road no additional impact will be there on existing roads. Enough parking

place is proposed to be developed for vehicles within the complex.

Thus the project is environmentally viable and sustainable.





ANNEXURES





ANNEXURE – I SITE PLAN

OUTIN

GL GL

3.00

m

SUMP

SUMP PLAN

SECTION

4.00

3.30

3.30

3.30

PARKING CALCULATIONS:

DESCRIPTIONCELLAR AREA

(A) (in Sqmt.)UTILITY

(in Sqmt.) (B)COMMON AREA

(in Sqmt.) (C)VENTILATION DUCT

(in Sqmt.) (D)PARKING AREA

(in Sqmt.) A-(B+C+D)

CELLAR 1 4,444.27 65.44 170.40 121.65(2.73%) 4,086.78

CELLAR 2 4,444.27 65.44 170.40 115.80(2.6%) 4,092.63

CELLAR 3 4,444.27 65.44 170.40 0.00 4,208.43

TOTAL PROPOSED PARKING AREA 12,387.84 Sqmt.

NET SITE AREA

: 592.74 Sqmts

: 7,089.13 Syds. (or) : 5,927.42 Sqmts.

REQUIRED ORGANIZED OPEN AREA (10% ): 595.00 Sqmts (10.04%)

BUILDING SET BACKS:

PERMISSIBLE BUILDING HEIGHT : 27.00M

: 27.00MPROPOSED BUILDING HEIGHT

TOTAL SITE AREA : 7,116.64 Syds. (or) 5,950.42 Sqmts.

AREA EFFECTED IN ROAD WIDENING : 27.50 Syds. (or) 23.00 Sqmts.

PROPOSED ORGANIZED OPEN AREA

DESCRIPTION BUILT UP AREAS

GROUND FLOOR 2,595.00 Sqmt.

1ST FLOOR 2,475.00 Sqmt.

2ND FLOOR 2,675.00 Sqmt.

3RD FLOOR 2,820.00 Sqmt.

4TH FLOOR(multiplex lobby level)

3,010.00 Sqmt.

5TH FLOOR(multiplex hal l level)

1,875.00 Sqmt.

6TH FLOOR(multiplex projection level)

495.00 Sqmt.

TOTAL 15,945.00 Sqmt

TERRACE AREA(Services)

775.00 Sqmt.

REQUIRED PARKING AREA (66% of BUA ) : 10,523.70 Sqmts

PROPOSED PARKING AREA : 12,387.84 Sqmts (77.69%)

TOTAL NO. OF CARS : 422 Nos.





ANNEXURE – II LAND DOCUMENTS

ENVIRONMENTAL MANAGEMENT PLAN - Welcome...

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