CONCEPTUAL PLAN & EMP€¦ · 1.2 IDENTIFICATION OF PROJECT & PROJECT PROPONENT: The proposed Residential Apartments project is promoted by Sri. Kosuru Venkat Surya Subba Raju and

CONCEPTUAL PLAN & EMP

FOR THE PROPOSED RESIDENTIAL APARTMENTS PROJECT

OF Sri. KOSURU VENKAT SURYA SUBBA RAJU

AT SY NO. 43,

BAHADURGUDA VILLAGE, SAROORNAGAR MANDAL, RANGA REDDY DISTRICT,

TELANGANA STATE

SUBMITTED BY: Sri. KOSURU VENKAT SURYA SUBBA RAJU H.NO: 1-9-630/1, 3rd FLOOR, GYANI COMMERCIAL COMPLEX, VIDYA NAGAR, HYDERABAD, TELANGANA STATE -500 044

PREPARED BY: M/s. RIGHTSOURCE INDUSTRIAL SOLUTIONS PVT. LTD. PLOT NO.203, H.NO.5-36/203, PRASHANTHI NAGAR, IDA-KUKATPALLY, HYDERABAD- 500072, TELANGANA PHONE: 040-23700602 E-MAIL: [email protected] QCI CERTIFICATE NO. NABET/EIA/1821/RA 0100

TABLE OF CONTENTS S.NO CONTENT PG. NO

1.0 INTRODUCTION 1-2 1.1 PURPOSE OF THE REPORT 1 1.2 IDENTIFICATION OF PROJECT & PROJECT PROPONENT 1

1.3 PROJECT COST 1

1.4 SALIENT FEATURES OF THE PROJECT 2 TABLE 1.1 SALIENT FEATURES OF THE PROJECT 2

2.0 PROJECT DESCRIPTION 3-15

2.1 LOCATION DETAILS 3

I. ACCESSIBILITY & EXISTING ROAD NETWORK 3

II. TOPOGRAPHY 3

III. WATER BODIES 3

FIGURE NO.2.1 LOCATION AND GOOGLE MAP 4

FIGURE NO:2.2 TOPOGRAPHICAL MAP 5

FIGURE NO:2.3 PROJECT SITE LAYOUT PLAN 6

TABLE 2.1 SALIENT FEATURES OF PROJECT SITE 7

2.2 BUILT-UP AREA: 8

TABLE 2.2 NUMBER OF FLOORS AND BUILT UP AREA 8

2.3 PARKING AREA 8

TABLE 2.3 PARKING SPACE PROVISION 8

2.4 ROAD NETWORK 8 2.5 WATER REQUIREMENT 8

TABLE 2.4 WATER REQUIREMENT 9 2.6 POWER REQUIREMENT 9

2.7 BACK-UP POWER DETAILS 9

2.8 FUEL REQUIREMENT 9

2.9 MAN POWER REQUIREMENT 9

2.10 STORM WATER DRAINS 10

2.11 ENVIRONMENTAL INFRASTRUCTURE 10

A). WASTE WATER GENERATION & MANAGEMENT 10

TABLE 2.5 WATER BALANCE 10

B). SEWAGE TREATMENT PLANT (STP) 11

TABLE 2.6 DESIGN PARAMETERS OF SEWAGE TREATMENT PLANT 11

FIGURE NO: 2.4 PROPOSED SCHEME OF TREATMENT 13

C). SOLID & HAZARDOUS WASTE DETAILS 14

D). STORM WATER MANAGEMENT & RAIN WATER HARVESTING STRUCTURES

15

TABLE 2.7 ESTIMATE OF RAIN WATER HARVESTING 15

3.0 IMPACT ASSESSMENT & MITIGATION MEASURES 16-27

3.1 IMPACT ASSESSMENT 16

TABLE 3.1 CONSTRUCTION PHASE - POTENTIAL IMPACTS AND MITIGATION MEASURES

16

TABLE 3.2 OPERATIONAL PHASE – POTENTIAL IMPACTS AND MITIGATION MEASURES

21

4.0 ENVIRONMENTAL MANAGEMENT PLAN 25-42 4.1 INTRODUCTION: 26 4.2 ENVIRONMENTAL MANAGEMENT PLAN 26 4.2.1 EMP FOR AIR ENVIRONMENT 26 A) CONSTRUCTION PHASE 26 TABLE 4.1 DUST CONTROL PLAN 27 B) OPERATION PHASE 28 4.2.2 EMP FOR NOISE ENVIRONMENT 29 A) CONSTRUCTION PHASE 29 B) OPERATION PHASE 29 4.2.3 EMP FOR WATER ENVIRONMENT 30 A) CONSTRUCTION PHASE 30 B) OPERATION PHASE 30 4.2.4 EMP FOR LAND ENVIRONMENT 31 A) CONSTRUCTION PHASE 31 B) OPERATIONAL PHASE 32 4.2.5 EMP FOR BIOLOGICAL ENVIRONMENT 33 A) CONSTRUCTION PHASE 33 B) OPERATION PHASE 34 TABLE 4.2 SUGGESTED TREES FOR GREEN BELT DEVELOPMENT 34 4.2.6 EMP FOR SOCIO-ECONOMIC ENVIRONMENT 34 4.2.7 EMP FOR ENERGY CONSERVATION 35 FIGURE NO: 4.1 FLOW DIAGRAM FOR ENERGY CONSERVATION 35 4.3 ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING

PLAN 36

4.3.1 ENVIRONMENTAL MONITORING 37 4.3.2 AWARENESS AND TRAINING 38 4.3.3 RECORD KEEPING AND REPORTING 39 TABLE 4.3 RECORD KEEPING REQUIREMENTS 39 4.3.4 ENVIRONMENTAL AUDITS AND CORRECTIVE ACTION PLANS 39 4.3.5 ENVIRONMENTAL MANAGEMENT CELL 39

5.0 BUDGET FOR IMPLEMENTATION OF EMP 40-41 TABLE 5.1 BUDGETARY ALLOCATION - CONSTRUCTION PERIOD 40 TABLE 5.2 BUDGETARY ALLOCATION - OPERATION PERIOD 41

6.0 BENEFITS OF THE PROJECT 42 7.0 CONCLUSION 43

M/s. Right Source Industrial Solutions (P) Ltd. 1

Sri. Kosuru Venkat Surya Subba Raju – Residential Apartments Sy No. 43, Bahadurguda Village, Saroornagar Mandal, Ranga Reddy District, Telangana State Conceptual Plan & EMP

CHAPTER –1 1.0 INTRODUCTION

1.1 PURPOSE OF THE REPORT:

Sri. Kosuru Venkat Surya Subba Raju is proposing to construct a Residential

Apartments Project at Sy No. 43, Bahadurguda Village, Saroornagar Mandal,

Ranga Reddy District, Telangana State. The Total plot area is 8,821.05 Sqmts,

affected road widening area is 16.50 Sqmts and the Net plot area is 8,804.55 Sq.mts

and the total Project built up area is 40,856.78 Sq.mts ( Cellar + Stilt + 8 Floors

with 2 Blocks).

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. But due to Absence

of SEIAA, Telangana State we are submitting the application to EAC, MoEF&CC,

Govt. of India, New Delhi for obtaining Environmental Clearance.

1.2 IDENTIFICATION OF PROJECT & PROJECT PROPONENT:

The proposed Residential Apartments project is promoted by Sri. Kosuru Venkat

Surya Subba Raju and having their registered office at H.No: 1-9-630/1, 3rd Floor,

Gyani Commercial Complex, Vidya Nagar, Hyderabad, Telangana State -500 044.

1.3 PROJECT COST: The estimated cost for the proposed project will be 41.0 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 8,821.05 Sq.mts Peripheral Road Area 16.50 Sq.mts Net Plot Area 8,804.55 Sq.mts Total Project cost 41.0 Crore Built-up Area Apartments & Amenities Area – 30,346.11 Sqm

Parking Area – 10,510.67 Sqm Total Area – 40,856.78 Sqm

Greenbelt Area 923.10 Sqm

Height of the building 23.99 Mts Nearest Fire station Malakpet – 4.4 Kms (NW) Water requirement & Source Total Water Requirement – 186.28KLD

Fresh Water – 117.62 KLD Recycle Water from S.T.P – 68.66 KLD

Power requirement & Source 1400 KVA, TSCPDCL

Backup Power 2 x 500 KVA & 1 x 82.5 KVA DG sets

Solid waste & mode of disposal

660.27 Kgs/day - Waste will be segregated and disposed as per SWM Rules 2016. 9.0 Kgs/day STP sludge used as manure.

Hazardous waste & mode of disposal

Used batteries – 3 No’s/Year Waste Oil – 100 Liters/Year will be sent to TSPCB Authorized Re-Cyclers/Re-Processors



CHAPTER – 2 2.0 PROJECT DESCRIPTION

2.1 LOCATION DETAILS:

Sri. Kosuru Venkat Surya Subba Raju is proposing to construct a Residential

Apartments Project at Sy No. 43, Bahadurguda Village, Saroornagar Mandal,

Ranga Reddy District, Telangana State. The Total plot area is 8,821.05 Sqmts,

affected road widening area is 16.50 Sqmts and the Net plot area is 8,804.55 Sq.mts

and the total Project built up area is 40,856.78 Sq.mts (Cellar + Stilt + 8 Floors with

2 Blocks).

Features of the site:

The area earmarked for development of Residential apartment’s project is located

at Bahadurguda Village. The geographical co-ordinates of the site are

17°20'54.08"N Latitude and 78°32'18.28"E Longitude.

i. Accessibility & Existing Road network

The nearest major road is NH-9 is 1.0 Kms (NE) & Saroornagar Road is about 0.3

Kms (N) to the project site.

ii. Topography

The General topography is plain topography. Commercial and Residential flats are

surrounding the site.

iii. Water Bodies

The major surface water bodies within the 10 kms radius are Sarurnagar Cheruvu -

0.8 kms (W), Musi River - 3.1 Kms (N), Kapra Cheruvu - 4.6 Kms (SE), Nalla

Cheruvu - 6.9 Kms (NNE), Masab Cheruvu - 7.0 Kms (SSE), Pedda Cheruvu - 7.7

Kms (NNE), Jilavarkhan Cheruvu - 7.7 Kms (SE), Burankhan Cheruvu - 8.1 Kms

(SSW), Antayya Cheruvu - 9.1 Kms (SSW), Hussain Sagar - 9.4 Kms (NW),

Devalama Cheruvu - 9.5 Kms (SSW), Mir Alam Cheruvu - 9.7 Kms (W). 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 and Site Plan are provided at Figure

2.3.



FIGURE NO.2.1 - GOOGLE MAP SHOWING PROJECT LOCATION



FIGURE NO: 2.2 –TOPOGRAPHICAL MAP



FIGURE NO: 2.3 – PROJECT SITE LAYOUT PLAN



TABLE 2.1: SALIENT FEATURES OF PROJECT SITE

Village Mandal District

Bahadurguda Saroornagar Ranga Reddy

Latitude 17°20'54.08"N

Longitude 78°32'18.28"E Ambient Temperature Minimum 130 C

Maximum 430C Humidity 55 – 65 %Rainfall 800 – 1100 mm per Annum Climate Tropical & Semi-Arid

Type of soil Silty sand and morum Distance from nearest Air Port RGIA, Shamshabad – 15.0 Kms (NW) Reserve Forest Mansurabad RF - 3.0 Kms (ENE)

Gurramguda PF - 4.2 Kms (SE) Kuntlur RF - 8.4 Kms (ENE) Imarath Kamcha RF - 8.6 Kms (SSW) Kutbullapur RF - 8.9 Kms (ENE) Nadargul RF - 9.3 Kms (S)

Water Bodies Saroornagar Cheruvu - 0.8 kms (W) Musi River - 3.1 Kms (N) Kapra Cheruvu - 4.6 Kms (SE) Nalla Cheruvu - 6.9 Kms (NNE) Masab Cheruvu - 7.0 Kms (SSE) Pedda Cheruvu - 7.7 Kms (NNE) Jilavarkhan Cheruvu - 7.7 Kms (SE) Burankhan Cheruvu - 8.1 Kms (SSW) Antayya Cheruvu - 9.1 Kms (SSW) Hussain Sagar - 9.4 Kms (NW) Devalama Cheruvu - 9.5 Kms (SSW) Mir Alam Cheruvu - 9.7 Kms (W)

Any Historical monuments within 10 KM radius

Paigah Tombs – 3.7 Kms (WSW) Salarjung Museum – 6.6 Kms (WNW) Charminar – 6.9 Kms (WNW) Falaknuma Palace – 7.7 (WSW) Golkonda Fort – 14.7 (WNW)

Any Ecologically Sensitive areas within 10 KM radius

Mahavir Harina Vanasthali National Park – 4.6 Kms (E) Nehru Zoological Park - 9.1 Kms (W) KBR National Park – 14.1 Kms (NW)

Topography Plain and land locked



2.2 BUILT-UP AREA:

Sri. Kosuru Venkat Surya Subba Raju are proposing to construct a Residential

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

TABLE 2.2 – NUMBER OF FLOORS AND BUILT UP AREA

Blocks No. of Floors

No. of Flats Area (Sq.mts)

A 8 Floors 112 14,692.38 B 8 Floors 112 14,678.48

Amenities G + 4 Floors - 975.25

Total - 224 30,346.11

Cellar - - 6,931.88

Stilt - - 3,578.79

Total Built-up Area - - 40,856.78

2.3 PARKING AREA:

The total area allocated for parking is 10,510.67 Sqm, which can accommodate 260

No’s of four wheelers. The total parking area is being proposed in the proposed

project is given below:

TABLE 2.3 – PARKING SPACE PROVISION

S.No. Parking Facility Area(Sq.mts) 1 Stilt Floor Area 3,578.79 2 Cellar Floor Area 6,931.88

Total 10,510.67 2.4 ROAD NETWORK:

The nearest major road is NH-9 is 1.0 Kms (NE) & Saroornagar Road is about 0.3

Kms (N) to the project site.

2.5 WATER REQUIREMENT:

The total water requirement of the project during occupational stage is 186.28

KLD, out of that the fresh water requirement is 117.62 KLD will be sourced from



sourced from HMWS&SB and the recycled water from S.T.P is 68.66 KLD. The

total sewage water generated is 156.22 KLD. It is proposed to treat the sewage in

STP of capacity of 190 KLD. The treated waste water is used for Flushing &

gardening and remaining will be sent to public sewers. The total water requirement

during occupational stage is given below;

TABLE 2.4 – WATER REQUIREMENT

S.No. Requirement Quantity (KLD)

1 Domestic Water 117.62 2 Flushing Water 61.13 3 Gardening 5.53 4 Washings & others 2.00

Total 186.28 As per suggestions of National Building Code, 2016(NBC), water requirement for

occupants is 135 liters/day/person and for visitors the requirement is 15

liters/day/person.

2.6 POWER REQUIREMENT:

The power requirement for the proposed project is estimated as 1400 KVA which

will be sourced from the TSCPDCL.

2.7 BACK-UP POWER DETAILS:

Entire power, lighting, UPS power shall be on emergency supply through 2 x 500

KVA & 1 x 82.5 KVA DG set.

2.8 FUEL REQUIREMENT:

The fuel requirement for 2 x 500 KVA & 1 x 82.5 KVA DG Set is 120 Liters. The

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

2.9 MAN POWER REQUIREMENT:

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

construction phase is 100 persons.



2.10 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.

2.11 ENVIRONMENTAL INFRASTRUCTURE:

a). Waste Water Generation: Total quantity of wastewater generation is likely to be 156.22 KLD. The generated

waste water is collected and treated in in-house Sewage Treatment Plant of

190KLD capacity. The available water after treatment is 140.59 KLD, which will

be used for Gardening & Flushing and remaining will be sent to public sewer. The

water balance details are presented below.

TABLE 2.5 - WATER BALANCE

Input Requirement Quantity (KLD)

Out put Quantity (KLD)

Domestic 117.62 Domestic Waste Water 94.09 Flushing 61.13 Flushing waste water 61.13 Gardening 5.53 Waste Water from

Washings 1.00

Washings & Others 2.00 Evaporation & other Losses 30.06

Total 186.28 Total 186.28

The waste water generated from process i.e 156.22 KLD which will be treated in

190 KLD Capacity S.T.P. The available recycled water after treatment is 140.59

KLD, which will be used for Gardening & Flushing and the rest will be sent to

public sewer system. 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 190 KLD capacity based on Sequential Batch Reactor

(SBR) technology is proposed to treat 156.22 KLD of sewage water generated in

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

Washings. 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 Unit Inlet

Concentration Outlet

Concentration pH -- 7.0 – 9.5 6.5 – 9.0 Oil & Grease Mg/l 20-30 <10 BOD Mg/l 250-350 <10 COD Mg/l 500- 600 <50 TSS Mg/l 150-300 <20

Sewage Treatment Process Description:

Primary treatment:

The sewage is collected and discharged into the treatment plant through inlet pipe. A

bar screen chamber is 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. From the grit chamber, the sewage is taken to an equalization

tank for reduce the variations in waste flow rate and its characteristics. It is proposed

to have equalization tank with detention time of 6 hours. 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:

The SBR is a special form of activated sludge process in which the entire treatment

process takes place in the one reactor tank. The wastewater is treated in batch mode

and each batch mode is sequenced through a series of treatment stages like fill,

aeration, sludge settle and decant. The wastewater from the equalization tank is

entering into the filling phase of SBR. Mixing and aeration can be done during

filling phase of the tank to carry biological treatment. Next the wastewater which is

aerated enters into react phase. In the react phase, the aeration is continuously

allowed to increase the rate of organic removal.

Microorganisms + Organic matter Water + Gas + Biomass

Followed the react phase, the wastewater undergoes settle phase. During the settle

phase, no wastewater enters the tank and no mixing and aeration takes place. The

sludge is settled to the bottom of the tank and clear supernatant (liquid) is formed at

the top of the tank. In the final stage, the formed clear supernatant (liquid) is

decanted from the tank. It is important that no scum or surface foam should be

present. It is optimal that the decant wastewater volume is equal to the wastewater

in the fill phase.

Advantages:

It can be installed in a limited amount of space, as treatment takes place in a single reactor instead of more basins.

Respond to the flow and load variations

Low sludge production

Flexibility in operating and control

No odor production

Gives high treatment efficiency in a single step biological process

Capital cost savings for eliminating more reactor tanks.

Tertiary treatment: The clear liquid from SBR will be collected in chlorine

contact tank for the disinfection treatment. Then it is collected in a sump and

pumped to a pressure sand filter for removal of particulate matter and then taken



through an activated carbon column for removal of trace organics and pollutants

(chlorine, color, trace organics etc.).

Sludge Treatment: The Sludge collected from the settling tank of SBR is

transferred to sludge sump tank. Filter press feed pumps are used for dewatering

process by transfer the sludge from sludge sump tank to filter press. After the

Dewatering process, the available solid organic mass is used as manure for crops

after undergo suitable treatment and the available water from the filter press is

recycled into the equalization tank.

Sewage treatment plant is designed to treat 156.22 KLD of Sewage per day. The

proposed scheme is depicted in the figure attached below.

FIGURE NO: 2.4– PROPOSED SCHEME OF TREATMENT



c). Solid & Hazardous Waste Details:

S.No Type of Waste

Quantity Collection/storage Disposal

1 Garbage 660.27Kg/day Stored in Green, Blue and Red/Black bins for Recyclable, Non-Recyclable wastes and Hazardous Waste respectively. Collected and transported to the segregation point by Municipality.

Biodegradable Waste @ 40% will be treated in In-house Organic Waste Convertor and Non Bio-degradable waste @ 60% will be Sent to Authorized Vendors as per SWM Rules 2016.

2 STP Sludge

9.0 Kg/day Stored in HDPE bags. Used as manure and or given to farmers.

3 E-Waste 224.64 Kg/year - Sent to Authorized Recyclers as per EWM Rules 2016.

4 Used Batteries

3 No’s/ year - Sent to Authorized recyclers or returned to seller

5 Used Lubricant

100 Lit/year Stored in HDPE Carboy Sold to authorized recyclers



d). 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-2.7: ESTIMATE OF RAIN WATER HARVESTING

Rainwater Harvesting

Type of Area Area

(in m2)

Run-off Coefficient

Rainfall intensity (in m)

Rain water harvesting

potential/hour (in m3)

Roof-top area 3918.57 0.90 0.044 155.2

Green Area 923.10 0.15 0.044 6.1

Paved area 3962.9 0.80 0.044 139.5

Total storm water load on the site with per hour retention is 300.80

Considering 15 minutes retention time, total storm water load 75.2

Taking the radius as 1 m and effective depth as 2 m, volume of a RWH pit ( π r2h)

6.3

Hence no. of pits required in approx = Total storm water load considering 15 minutes retention time / Volume of a RWH pit

11.97



CHAPTER – 3

3.0 IMPACT ASSESSMENT & MITIGATION MEASURES

3.1 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 3.1 and Table 3.2.

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.



TABLE – 3.1 - 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.

-

4. Air quality Temporary negative impact

Construction equipment; operation of DG sets for construction power

Carrying out construction activity in temporary enclosures, where feasible; water sprinkling for dust

-



S. No.



requirement; vehicular traffic; excavation; concreting; etc.

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

-

6. Land (i) Land use/

requirement No impact The Net total plot area

is 8804.55 Sq. m. No land conversion is required as land is a vacant plot and is designated for Residential/ Commercial development 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

Maintaining proper inventory control for reduced waste generation; substitution of

-



S. No.



disposal 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.

(iii) Geology & Seismicity

No impact Construction of the Residential Buildings

No heavy structure planned as part of the project

All civil structures shall be constructed 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. 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. 923.10 Sq. m to be developed as greenbelt.



S. No.



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 impact

Availability of construction jobs

Employing local people to the maximum extent possible

About 100 construction workers 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 – 3.2 - OPERATIONAL PHASE – POTENTIAL IMPACTS AND MITIGATION MEASURES

S. No.



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 186.28 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.

4. Air quality Minor negative impact (for SO2,

Fuel combustion in DG sets

All emissions will be well within the specified emissions

All emissions well within the specified



S. No.



NOX and HC emissions)

standards; stack height = building height + 5 mts. for safe dispersal of pollutants; HSD with 0.05% sulfur content in DG sets; periodic maintenance of DG sets for reduced emissions

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

-

6. Land environment (i) Land use /

requirement No impact Requirement of land for

the proposed project 8,804.55 Sq.mts of area available for development

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



S. No.



(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 project operations; noise generation; improper disposal of wastes

All emissions and discharges including noise 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 Employing personnel from within the study area to the

Employment Generation and New



S. No.



personnel and their families from outside the study area for the proposed project

extent possible, subject to availability of skilled manpower requisite to the job requirement

Educational facilities will be established.

(ii) Employment Medium positive impact

Direct employment of personnel for 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 100 persons Direct employment and indirect employment are expected to be employed for the project

(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

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

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

-



CHAPTER – 4

4.0 ENVIRONMENTAL MANAGEMENT PLAN

4.1 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

Telangana Pollution Control Board;

To ensure that the component of facility is 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.

4.2 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:

4.2.1 EMP FOR AIR ENVIRONMENT

A) CONSTRUCTION PHASE

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 4.1: 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.

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.



4.2.2 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.



4.2.3 EMP FOR WATER ENVIRONMENT A) CONSTRUCTION PHASE 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.

4.2.4 EMP FOR LAND ENVIRONMENT

A) CONSTRUCTION PHASE:

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, 2016). 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.

B) OPERATIONAL PHASE: The philosophy of solid waste management 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 Solid Waste Management Rules 2016.

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 activity. 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 residential activity should be

segregated as: Organic, Inorganic, recyclables and waste from changing oil. The entire

waste stream from the activity should be stored and collected separately.

4.2.5 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

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.

TABLE 4.2: 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

4.2.6 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.



Opportunities 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 activity. 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.

4.2.7 EMP FOR ENERGY CONSERVATION: Energy conservation program will be implemented through measures taken both on

energy demand and supply as given in Figure 4.1

FIGURE NO:4.1 FLOW DIAGRAM FOR ENERGY CONSERVATION

Energy conservation will be one of the focuses during the Residential Activity

planning and operation stages. The conservation efforts would consist of the

following:

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



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

4.3 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

4.3.1 ENVIRONMENTAL MONITORING:

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 Public 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, 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, 2016).

10) Numbers of used lead-acid batteries disposed off to authorized vendors/ dealers

will be monitored and requisite records maintained.

4.3.2 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:

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.



4.3.3 RECORD KEEPING AND REPORTING

Records should be maintained for regulatory, monitoring and operational issues.

Typical record keeping requirements for the project site is summarized in Table 4.3

Table – 4.3: 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 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.

4.3.4 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.

4.3.5 ENVIRONMENTAL MANAGEMENT CELL:

At least one permanent employee (Environmental Officer) with adequate educational

and professional qualification and experience to discharge responsibilities related to

environmental management including statutory compliance, pollution prevention/

waste minimization, environment monitoring, preventive maintenance of pollution

control equipment, green belt development and maintenance will be employed by the

project proponent. The Environmental Officer will be responsible for all issues related

to environmental management at proposed project and will report directly to the

management.



CHAPTER–5

5.0 BUDGET FOR IMPLEMENTATION OF EMP

TABLE – 5.1: 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) 25.0 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

7.50 Organic Waste Convertor, Storage Bins will be provided for Solid waste & Hazardous waste

5 Green Belt Development 2.50 Development of Pits, Sapling cost, Manure & Labour cost

6 Energy Efficient Lighting & Solar Power utilization

5.00 Solar Street Lights

Total 45.0

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 1.0

3 Safe disposal of excavated material 1.0

4 Safe disposal of construction spoils 1.0 (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 10

Grand Total 55.0



TABLE – 5.2: BUDGETARY ALLOCATION - OPERATION PERIOD

COST INCURRED DURING OPERATION PERIOD

S.NO PARTICULARS AMOUNT (LAKHS)

REMARKS

1 Monitoring of Environmental Parameters

1.0 - 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 6.0 Chemicals, Employs, Power Charges & Replacement of machinery

3 Greenbelt Development 1.0 Maintenance Cost

4 D.G. Set 1.5 Maintenance Cost

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

6 Rainwater harvesting & Storm water drains network

1.0 Maintenance cost

Total 12.50



CHAPTER–6

6.0 BENEFITS OF THE PROJECT

The project would benefit the project area in many aspects as detailed below:

The project would provide residential 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– 7

7.0 CONCLUSION The proposed project is aimed at developing Residential Apartments Project. 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 923.10 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.

Documents

CONCEPTUAL PLAN & EMP€¦ · 1.2 IDENTIFICATION OF PROJECT & PROJECT PROPONENT: The proposed Residential Apartments project is promoted by Sri. Kosuru Venkat Surya Subba Raju and