form-1, form-1a, conceptual plan & emp

FORM-1, FORM-1A,

CONCEPTUAL PLAN & EMP

FOR THE PROPOSED

RESIDENTIAL APARTMENTS PROJECT OF

"ANDHRA PRADESH DISTRICT OF SOUTH INDIA

ASSEMBLIES OF GOD"

AT H.NOS.1-67 & 1-67/1 & SY.NOS. 206/A & 203

MADINAGUDA VILLAGE,

SERILINGAMPALLY MANDAL,

RANGA REDDY DISTRICT,

TELANGANA STATE Category - Category – 8(a)

`

SUBMITTED BY: "ANDHRA PRADESH DISTRICT OF SOUTH INDIA

ASSEMBLIES OF GOD" PLOT NO: 31, SY. NO: 40 (P), & 41,

KAVURI HILLS, GUTTALABEGUMPET (V),

SERILINGAMPALLI (M), RANGA REDDY (D),

TELANGANA STATE -500 033

PREPARED BY:

M/s. SPACE ENVIRO SOLUTIONS H. No: 1-4-69/4, STREET NO: 8,

HABSIGUDA, NEAR HERITAGE FRESH,

HYDERABAD, TELANGANA - 500 007

FORM‐1

I) Basic information

S. No. Item Details

1 Name of the project/s "Andhra Pradesh District of South India Assemblies of God" Rep. By Its Superintendent REV. Motupalli Thimothi Rao Construction of Residential Apartments Project

2 S. No. in the schedule The project is categorized under 'B‐2' under item 8(a) of Schedule ‐ Gazette Notification dated 14th September 2006 and subsequent amendments issued by MoEF&CC, New Delhi.

3 Proposed capacity /area/ length/ tonnage to be handled/command area/lease area/ No of the well to be drilled

Total Plot area ‐ 14,877.30 SMT, Affected area in road widening ‐341.89 SMT Net Site Area is 14,535.41 SMT Construction of Residential Apartments project. Apartments Area – 62,727.92 Sqm

Amenities Area – 2,054.94 Sqm

Parking Area – 28,212.46 Sqm

Total Built‐up Area – 92,995.32 Sqm No. of Flats ‐ 450

4 New/Expansion /Modernization New

5 Existing capacity/Area etc. Not Applicable

6 Category of project A or B Category B ( ‘B2’)

7 Does it attract the general condition? If yes please specify

This project does not attract general conditions.

8 Does it attract the specific condition? If yes please specify

This project does not attract specific conditions.

9 Location Plot/ survey /Khasra no Village Tehsil/Mandal District State

H.Nos.1‐67 & 1‐67/1 Sy.Nos. 206/A & 203 Madinaguda Village, Serilingampally Mandal Ranga Reddy District, Telangana State

10 Nearest Railway Station/Airport along with the distance in kms

Miyapur Metro Rail – 1.5 Kms (SE) Haphizpet RS – 2.6 Kms (S) RGIA Airport – 32.0 Kms (S)

11 Nearest Town, City, District Headquarters along with distances in kms.

Ranga Reddy District

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12 Village Panchayats, Zilla Parishad, Municipal Corporation, Local body (complete postal Address with telephone no. to be given)

Madinaguda Village, Serilingampalli Mandal, Ranga Reddy District, Telangana State

13 Name of the applicant Sri. Rev. Motupalli Thimothi Rao

14 Registered address REV. Motupalli Thimothi Rao, Plot No: 31, Sy. No: 40 (P) & 41, Kavuri Hills, Guttalabegumpet (V), Serilingampalli (M), Ranga Reddy (D), Telangana State ‐500 033

15 Address of the correspondence Name Designation /owner/partner/CEO Address

Pin code E‐mail Telephone no Fax no

Sri. Rev. Motupalli Thimothi Rao Superintendent Plot No: 31, Sy. No: 40 (P), & 41, Kavuri Hills, Guttalabegumpet (V), Serilingampalli (M), Ranga Reddy (D), Telangana State 500 033 [email protected] 9959680890

16 Details of Alternative Sites examined if any. Location of these sites Should be shown on a Topo sheet.

No Alternative Sites are examined

Uploaded in the website

17 Interlinked Projects Not Applicable

18 Whether separate application of interlinked projects has been submitted

Not Applicable

19 If yes, date of submission Not Applicable

20 If no reason Not Applicable

21 Whether the proposal involves approval / clearances under: if yes, details of the same and their status to be given. (a) The Forest (conservation) Act, 1980? (b) The Wild life (protection)Act, 1972? (c) The C.R.Z notification, 1991?

No No No

22 Whether there is any Government order/policy relevant/relating to the site?

No

23 Forest land involved (Hectares) No

24 Whether there is any litigation pending against the project and/or land in which the project is propose to be set up?

No litigation is pending against the project in any court of law to the best of knowledge.

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(a)Name of the court (b)Case no. (c) Orders/directions of the court, if any and its relevance with the proposed project.

(II) Activity

1.0 Construction, operation or decommissioning of the Project involving actions, which will cause Physical Changes in the locality (topography, land use, changes in water bodies, etc.).

S. No. Information / Checklist confirmation Yes/No

Details thereof (with approximate quantities/rates, wherever possible ) with sources of information data

1.1 Permanent or temporary change in land use, land cover or topography including increase in intensity of land use (with respect to local land use plan)

Yes The proposed project activity is Construction of Residential Apartments. The site area is located in GHMC area. The present land is waste land and is not used for any productive purpose. Topography: The present topography of the site is almost flat: Due to the project the topography of the project area will change. However, the drainage pattern will remain as per the existing pattern.

1.2 Clearance of existing land, vegetation and buildings?

No The land is barren and containing mainly shrubs and bushes. The same shall be cleared.Buildings: There are total 6 No’s of old structures are existing within the site. The same will be demolished and the demolition waste will be disposed of as per “Construction and Demolition Waste Management Rules, 2016”.

1.3 Creation of new land uses? Yes There will be creation of new land use, which will be as per the approval of the GHMC.

1.4 Pre‐construction investigations e.g. bore holes, soil testing?

Yes There will be no physical impact on the locality due to the soil testing or other pre‐construction investigations.

1.5 Construction works? Yes Construction of Residential Apartments Project The details are as follows: Apartments Area – 62,727.92 Sqm Amenities Area – 2,054.94 Sqm Parking Area – 28,212.46 Sqm Total Built‐up Area – 92,995.32 Sqm

1.6 Demolition Works? Yes There are total 6 No’s of old structures are existing within the site. The same will be

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demolished and the demolition waste will be disposed of as per “Construction and Demolition Waste Management Rules, 2016”.

1.7 Temporary sites used for construction works or housing of construction works?

Yes The site will have temporary store rooms and site office during construction phase, which will be later demolished. The demolition waste will be used within the site itself. Temporary shelters for construction workers are not required as majority of labor will be hired from the surrounding locations

1.8 Above ground buildings, structures or earthworks including linear structures, cut and fill or excavations

Yes The project will involve construction of Residential Apartments. This will add to the change in the localized physical environment. In the post construction phase, tree plantation and landscaped areas will be provided which will enhance the aesthetic beauty of the area. The excavated soil from the project will be used for filling purposes within the site.

1.9 Underground works including mining or tunneling?

No Not Applicable

1.10 Reclamation Works? No Not Envisaged.

1.11 Dredging? No Not Applicable

1.12 Offshore structures? No Not Applicable

1.13 Production and manufacturing processes? No No manufacturing activity. Activity is Construction of Residential Apartments.

1.14 Facilities for storage of goods or materials?

Yes Temporary storage shed will be provided at project site for the storage of construction materials. After the structural erection of the building the sheds will be removed permanently.

1.15 Facilities for treatment or disposal of solid waste or liquid effluents?

Yes The details of solid and liquid waste generated & their disposal during the construction and post construction phase are tabulated as:

Construction Phase:

S. No Source Nature of Waste Treatment/ Disposal

1 Site preparation activities

Solid waste: Excavated soil

Reused within the project site for surface leveling

2 Construction activities

Solid waste: Construction waste

Recyclable waste Sold to Authorized recyclers

Inert waste (Brick, masonry, Concrete, etc.)

Used for road making, & land filling within the project

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site.

3 Construction Workers

Solid waste:(Total =38 kg / day)

Biodegradable will be sent to Municipal Waste Management facility sites. Non – biodegradable will sent to SPCB Authorized Recyclers.

Domestic waste water= 5.4 KLD Will be sent to temporary septic tank followed by soak pit.

Post Construction Phase:

S. No Source Treatment/Disposal

1 Waste Water

204 KLD Will be treated in STP of capacity 245 KLD based on SBR technology.

Treated water will be used for Flushing, Washing & Gardening

2 Solid Waste Garbage – 1334.0 Kgs/day S.T.P. Sludge – 10.0 Kgs/day

1.16 Facilities for long term housing of operational workers?

No Manpower requirement of operational workers is nominal and will be recruited from surroundings therefore no long term housing facilities are envisaged.

1.17 New road, rail or sea traffic during construction or operation?

Yes During construction phase, traffic will increase due to inward and outward movement of raw materials. In the operation phase, there will be slight increase in the traffic levels during peak hours.

1.18 New road, rail, air waterborne or other transport infrastructure including new or altered routes and stations, ports, airports etc?

No There is no new road, rail, air borne transport infrastructure required for the project.

Miyapur Metro Rail – 1.5 Kms (SE) Haphizpet RS – 2.6 Kms (S) RGIA Airport – 32.0 Kms (S)

1.19 Closure or diversion of existing transport routes or infrastructure leading to changes in traffic movements?

No Due to the upcoming project, there will be no closure or diversion of existing transport routes or infrastructures leading to changes in traffic movements.

1.20 New or diverted transmission lines or pipelines?

No Not envisaged

1.21 Impoundment, damming, culverting, realignment or other changes to the hydrology of watercourses or aquifers?

No The proposed development will not disturb the water courses or Aquifiers. Rain Water Harvesting system is proposed to recharge the Ground Water Level.

1.22 Stream crossings? No There are no stream crossings in the proposed site.

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1.23 Abstraction or transfers of water from ground or surface waters?

Yes Water requirement of the project will be met from Public Supply & Ground Water.

1.24 Changes in water bodies or the land surface affecting drainage or run‐off?

No The development will be carried out with no disturbance to major water or the land surface, affecting drainage or runoff.

1.25 Transport of personnel or materials for construction, operation or decommissioning?

Yes Transportation of personnel or material will be by trucks on road.

1.26 Long‐term dismantling or decommissioning which could have an impact on the environment?

No Restoration works for the project on long term will be an ongoing activity which will not have any impact on physical environment.

1.27 Ongoing activity during decommissioning which could have an impact on the environment?

No There is no decommissioning activity.

1.28 Influx of people to an area in either temporarily or permanently?

Yes During the construction phase, there will be inward and outward movement of local labour in the construction site, this will be an ongoing temporary activity and will not call for permanent influx of people. However, during the post construction phase, there will be regular movement of residents, visitors, staff and related personals.

1.29 Introduction of alien species? No No alien species will be introduced. Only selected local and native plant species will be planted.

1.30 Loss of native species or genetic diversity? No None

1.31 Any other actions? No None

2.0 USE OF NATURAL RESOURCES for construction or operation of the Project (Such as land, water, materials or energy, especially any resources which are non‐renewable or in short supply):

S.No. Information /Checklist confirmation Yes/No

Details thereof (with approximate quantities /rates, wherever possible) with sources of information data

2.1 Land especially undeveloped or agricultural land (ha)

No The project site is as per the designated GHMC Master Plan and the land availability is as follows: The Net total plot area is 14,877.30 Sq.mts Affected area in Road – 341.89 Sq.mts Net Plot Area – 14,535.41 Sq.mts

2.2 Water (expected source & competing users) Unit : KLD

Yes Total Requirement – 246.0 KLD

Fresh Water – 174.0 KLD

Recycle Water from S.T.P – 72.0 KLD

2.3 Minerals (MT) Yes Marble, Granite, etc. will be used as per the requirement.

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2.4 Construction material – stone, aggregates, and / soil (expected source‐ MT)

Yes Construction materials like coarse aggregate, fine aggregate, granite. dolhur stone, marble, bricks, sand, cement, steel will be used. The raw materials will be sourced from local dealers & traders.

2.5 Forests and timber (source – MT) Yes Timber will be used for windows and doors. The required timber will be procured from local traders.

2.6 Energy including electricity and fuels (source, competing users) Unit: fuel (MT), energy (MW)

Yes Power Required: 2250 KVA Source: Telangana State Central Power Distribution Company Limited (TSCPDCL). Back‐up power: 2 x 500 KVA & 1 x 82.5 KVA DG set for emergency during power failures. Fuel: HSD required @150 Liters will be sourced from local traders

2.7 Any other natural resources (use appropriate standard units)

No Not Applicable

3.0 Use, storage, transport, handling or production of substances or materials which could be harmful to human health or THE ENVIRONMENT or raise concerns about actual or perceived RISKS TO HUMAN HEALTH.

S.No. Information /Checklist confirmation Yes/

No

Details thereof (with approximate quantities /rates, wherever possible ) with sources of information data

3.1 Use of substance or materials, which are hazardous (as per MSIHC rules) to human health or the environment (flora, fauna, and water supplies)

No The required diesel for D.G. Sets will be stored in the inbuilt storage tanks as per the MSIHC Rules.

3.2 Changes in occurrence of disease or affect disease vectors (e.g. insect or water borne diseases)

No There will be no release of any hazardous substance in the construction as well as post construction phase.

The waste water generated to the tune will be treated in STP of capacity 245 KLD based on SBR technology.

Further, storm water network will be well designed to leave no stagnant water pockets, at any point of time. The storm water line will not cross wastewater line.

The biodegradable as well as non‐ biodegradable waste will be collected at earmarked places and will be sent to Municipal disposal sites. Proper sanitization will be done to prevent any disease vector.

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3.3 Affect the welfare or people e.g. by changing living conditions?

No The living conditions of the public of the nearby areas will not be affected due to upcoming of the project.

The solid waste will be suitably treated, while the liquid effluent will be treated in the sewage treatment plant of adequate capacity.

3.4 Vulnerable groups of people who could be affected by the project e.g. hospital patient’s children, the elderly etc.,

No None

3.5 Any other causes No None

4.0 Production of SOLID WASTES during construction or operation or decommissioning (MT/ month)

S. No. Information /Checklist confirmation Yes/

No


4.1 Soil, overburden or mine wastes No There is no activity which may generate spoil, overburden & mine waste.

4.2 Municipal waste (domestic and or commercial wastes)

Yes Construction Phase: About 38 kg/day solid waste will be generated, which will be disposed – off suitably Operational Phase: About 1334.0 Kgs/day solid waste will be generated, a system of segregation at source will be implemented. Colour coding of the bins will be provided for different types of wastes.

4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

No

Yes

Construction Phase: No hazardous waste will be generated. Provisions will be made to segregate and recycle the waste to the vendors. Waste will be sent to authorize recyclers. Post Construction Phase: Used Oils from D.G.Set – 150 LPA Used Batteries – 3 no’s/year Will be sent to authorized recyclers.

4.4 Other industrial process wastes No Not Applicable

4.5 Surplus product No Not Applicable

4.6 Sewage sludge or other sludge from effluent treatment

Yes About 10.0 Kg/day sludge will be generated from STP, which will be used as manure in landscaping.

4.7 Construction or demolition wastes Yes There are total 6 No’s of old structures are existing within the site. The same will be

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demolished and the demolition waste will be disposed of as per “Construction and Demolition Waste Management Rules, 2016”. The construction waste will consist of excess earth and construction debris along with cement bags, steel in bits and pieces, insulating and packaging materials etc. Recyclable waste construction materials will be sold to recyclers. Unusable and excess construction debris will be disposed as per the C&D Waste Management rules.

4.8 Redundant machinery or equipment No Most of the equipment used for the construction will be hired. Surplus equipment and material will be disposed off to the appropriate agencies.

4.9 Contaminated soils or other materials No No soil contamination is anticipated as the proposed project is a construction project all the waste generated will be in the form of solid waste of reusable nature.

4.10 Agricultural wastes No There will be no agriculture waste.

4.11 Other solid wastes No There will be no other solid waste.

5.0 Release of pollutants or any hazardous, toxic or noxious substances to AIR (Kg/hr)


No


5.1 Emissions from combustion of fossil fuels from stationary or mobile sources

Yes The source of emissions will be from D.G. set of cumulative capacity of 2 x 500 KVA & 1 x 82.5 KVA will be provided in case of power cuts or failure. EPA/CPCB certified D.G. Sets for low emission standards will be installed so as to maintain the emission within the norms etc. Further, the DG sets will be provided with a safe stack height of 5.0 m above the roof of DG house to keep the emissions within the permissible norms. Low sulphur content fuel will be used to keep the emissions within the permissible norms.

Mobile Sources: There will be emissions from the exhausts of the vehicles in the construction as well as operational phase.

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The engines of the transport vehicles will be switched off while they are waiting to access the site and while loading & unloading. Idle construction equipment will be throttled down or switched off. PUC certified vehicles will be used for bringing construction materials. In the operational phase effective green belt will help to contain the emissions within the permissible range. The residents in the post construction phase will be encouraged for carpooling & the use of mass transportation services. Further, the project is situated within the city itself, which will help to reduce the emissions in terms of commutation & associated vehicular exhausts.

5.2 Emissions from production processes No There is no production process in the project.

5.3 Emissions from materials handling including storage or transport

Yes The fugitive emission expected from construction phase will be dust arising from material handling and vehicular emission from transport vehicles. These include the emissions due to idling of the vehicles during loading and unloading activities.

Construction waste will be reutilized within the site itself to reduce the emissions during transportation. Further, idling of the vehicles will be reduced to the extent possible.

The haul road will be made moist to avoid the air borne dust & PUC certified vehicles will be used.

5.4 Emissions from construction activities including plant and equipment

Yes The fugitive dust emission sources are: • Excavation • Haul road movements • Construction • Material Handling • Finishing The sources of air emissions from the above activities are PM10, PM2.5, NOx, HC, etc. Mitigation measures like: minimizing drop heights of debris, enclosures, covered transport, use of barriers, wetting surface, plantation, avoid idling of vehicles etc.

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5.5 Dust or odors from handling of materials including construction materials, sewage and waste.

Yes • Water spraying to prevent dust pollution from different sources of construction. • Speed restriction of all the vehicles approaching the site and within the site. • All transportation vehicles will be suitably covered with tarpaulin & overloading of the vehicles will be avoided. • Covering of the construction site on all four sides to a considerable height to prevent dust emissions and other pollutants to the surrounding environment. • Ensuring vehicles stick to the access track to prevent mud and dirt being deposited on roads. • Covering loads to limit materials or litter blowing off and reducing smells. • Proper Sewage Treatment System and Solid Waste Management System will be provided and will be well maintained so as to avoid the problems of odor.

5.6 Emissions from incineration of waste No None

5.7 Emissions from burning of waste in open air (e.g. slash materials, construction debris)

No No material waste will be burnt in open air.

5.8 Emissions from any other sources No None

6.0 Generation of Noise and Vibration, and Emissions of Light and Heat:

S. No. Information /Checklist confirmation Yes/No


6.1 From operation of equipment e.g. engines, ventilation plant, crushers

Yes Noise may be generated from the construction equipment’s and operation of DG sets. The following measures will be taken: • EPA/CPCB certified DG sets conforming to the standards for noise will be used. • Temporary noise barriers will be provided all around the project site. • Light pollution will be restricted using cut‐off shield fixtures on site. • Ensuring that all lights strike a surface directly and do not point at the sky or surrounds. It will be kept minimum, consistent with safety and security.

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• EMF radiations at site will be reduced by ensuring that construction supply connection is adequate for the task, using line filters on the mains connecting cables, installing power factor correction equipment. • An area of about 2,918.72 Sqm will be under landscape/green belt which will help to contain the emissions within the project sites.

6.2 From industrials or similar processes No None

6.3 From construction or demolition Yes During construction drilling, crushing, concrete mixing activities will create noise and vibrations. These will be temporary in nature and will be phased out once the construction is over. There are no demolition works. Ready mix concrete will be used to reduce the noise & vibrations due to the operation of concrete mixer truck, etc.

6.4 From blasting or piling No Blasting operations are not envisaged in the proposed project. However, noise from piling activities shall be as follows: 100 dB (A) at 50 ft from source 124 dB (A) at 3.3 ft from source Temporary noise barrier will be provided all around the project site to contain the noise within the permissible norms.

6.5 From construction or operational traffic. Yes During the construction phase and post construction phase, noise will be generated from movement of vehicles. The construction site will be shielded to avoid the noise propagation. In the post construction phase, the efficient green belt planning will reduce the noise propagation. Proper traffic management is an integral part of design which helps in reducing the noise & vibrations and other emissions due to traffic movements. Proper traffic management plan in line with the provisions of NBC‐ 2016 will be constituted.

6.6 From lighting or cooling systems No There will be change in the light pollution level of the project area. Urbanization activity leads to massive lighting in the area. In this

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project provisions are made to use object focused light using energy efficient lights and prominent lights will be solar powered.

6.7 From any other sources No None

7.0 Risks of Contamination of Land or Water from releases of pollutants into the ground or into sewers, surface waters, groundwater, coastal waters or the sea :


Details thereof (with approximate quantities/rates, wherever possible ) with sources of information data

7.1 From handling, storage, use or spillage of hazardous materials

Yes Inbuilt storage facility for diesel in DG sets will be as per statuary norms. The used oil from DG sets will be carefully stored in HDPE drums at isolated storage, and periodically sold to authorized recyclers. All precautions will be taken to avoid spillage from storage as per The Hazardous Wastes (Management & Handling) Rules, 2016.

7.2 From discharge of sewage or other effluents to water or the land (expected mode and place of discharge )

No The wastewater generated will be treated in STP. Sewage will not be discharged into the open surfaces causing the contamination of ground water.

7.3 By deposition of pollutants emitted to air into the land or into water

No During construction, there will be fugitive emissions generated from excavation, material transfer, construction operations, finishing operations, road construction, exhaust from vehicles, and stationary sources, etc.

7.4 From any other sources No There will not be any other sources, which will contaminate land & water resources.

7.5 Is there a risk of long term build‐up of pollutants in the environment from these sources?

No There will not be building ‐up of pollutants in the environment from this project.

8.0 Risk of accidents during construction or operation of the Project, which could affect human or the environment



8.1 From explosions, spillages, fires etc from storage, handling, use or production of hazardous substances

Yes There will be no hazardous substance or chemical used in the proposed project as per the HWM Rules. However, spent oil from DG sets and transformers will be generated which will be stored in the spent oil tank prior to disposal to actual users at earmarked places. The fuel used in the DG sets will be stored in

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the inbuilt storage tanks which will be designed to meet out all safety norms. Required firefighting arrangements will be provided in the project.

8.2 From any other causes Yes The major risks involved in the project would be working at different construction heights and mishaps due to human errors, bad construction practices and associated electric hazards.

All Safe construction practices & precautionary measures will be adopted and use of PPE will be mandatory. However, to meet out the minor incidences and accidents first aid measures at site will be provided. All safety measures will be in place prior to commencement of operations so as to avoid any risk of human life.

8.3 Could the project be affected by natural disasters causing environmental damage (e.g. floods, earthquakes, landslides, cloudburst etc)?

No The project site is located at a higher elevation and the seismic zone for the project area is Zone‐II, which is considered safe.

9.0 Factors which should be considered (such as consequential DEVELOPMENT) which could lead to ENVIRONMENTAL EFFECTS or the potential for cumulative impacts with other existing or planned activates in the locality


No

Details thereof (with approximate quantities

/rates, wherever possible ) with sources of

information data

9.1 Lead to development of supporting.

utilities, ancillary development or

development stimulated by the project

which could have impact on the

environment e.g.:

Supporting infrastructure (roads,

power supply, waste or waste

water treatment, etc.)

Housing development

Extractive industries

Supply industries

Yes

Yes

Yes

No

No

No

The proposed project is a construction of

Residential Apartment project. So it leads to

development of supporting facilities and

ancillary & related activities.

Existing

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Other

9.2 Lead to after use of the site, which could

have impact on the environment

No None

9.3 Set a precedent for later developments No ‐‐‐

9.4 Have cumulative effects due to proximity

to other existing or planned project as

with similar effects )

No None

(III) Environment Sensitivity

S. No. Areas Name/

Identity

Aerial distances (within 15 km.) Proposed

project location boundary

1. Areas protected under international

conventions, national or local legislation

for their ecological, landscape, cultural or

other related values

Yes

KVBR Botanical Garden – 5.4 Kms (S)

Kasu Brahmanandareddy National Park –

10.50 Kms (SE)

Mrugavani National Park – 15.2 Kms (S)

Qutibsahi Tombs – 12.6 kms (SSE)

Golkonda Fort – 13.8 Kms (SSE)

2. Areas which are important or sensitive for

ecological reasons – Wetlands, water

courses or other water bodies, coastal

zone, biospheres. Mountains, forests

Forests

Water

Bodies

Kottaguda RF – 4.9 km (S)

Kazipalli RF – 6.5 km (N)

Dundigal RF – 8.9 km (NNE)

Borampet RF – 6.5 km (NE)

Suraram PF – 6.5 km (NE)

Gajularamaram RF – 6.2 km (ENE)

Dulapalle RF – 8.9 km (ENE)

Miyapur Cheruvu – 0.7 Kms (SW)

Ameenpur lake – 3.0 Kms ‐ (NW),

Hafeezpet cheruvu – 1.5 Kms(SSW)

Madinaguda cheruvu – 2.6 Kms (SW)

Musi River – 13.4 km (S)

Osmana Sagar – 13.6 km (SSW)

3. Areas and by protected, important or

sensitive species of flora or fauna for

breeding, nesting, foraging, resting, over

wintering, migration

No None

4. Inland, coastal, marine or underground

waters

No None

5. State, National boundaries No None

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6. Routes or facilities used by the public for

access to recreation or other tourist,

pilgrim areas

No Miyapur Metro Rail – 1.5 Kms (SE)

Haphizpet RS – 2.6 Kms (S)

RGIA Airport – 32.0 Kms (S)

7. Defense installations No None

8. Densely populated or built‐up area Yes Jayaprakasahnarayananagar Colony ‐ 0.6

Kms (W)

Miyapur – 1.0 km (SSW)

9. Areas occupied by sensitive man‐made

land uses (hospitals, schools, places of

worship, community facilities)

Yes Jayaprakasahnarayananagar Colony ‐ 0.6

Kms (W)

Miyapur – 1.0 km (SSW)

10. Areas containing important, high quality

or scarce resources (ground water

resources, surface resources, forestry,

agriculture, fisheries, tourism, minerals)

Forests

Water

Bodies

Kottaguda RF – 4.9 km (S)

Kazipalli RF – 6.5 km (N)

Dundigal RF – 8.9 km (NNE)

Borampet RF – 6.5 km (NE)

Suraram PF – 6.5 km (NE)

Gajularamaram RF – 6.2 km (ENE)

Dulapalle RF – 8.9 km (ENE)

Miyapur Cheruvu – 0.7 Kms (SW)

Ameenpur lake – 3.0 Kms ‐ (NW),

Hafeezpet cheruvu – 1.5 Kms(SSW)

Madinaguda cheruvu – 2.6 Kms (SW)

Musi River – 13.4 km (S)

Osmana Sagar – 13.6 km (SSW)

11. Areas susceptible to natural hazard which

could cause the project to present

environmental problems (earthquakes,

subsidence, landslides, erosion, flooding

or extreme or adverse climatic conditions)

None The area is classified as Zone II (Least‐

Moderate Damage Risk Zone) as per the

BIS classification.

IV. Proposed Terms of Reference for EIA

Studies

Not Applicable

B‐2 Category Project

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FORM‐1 A

(Only for construction projects listed items 8 of the Schedule)

CHECK LIST OF ENVIRONMENTAL IMPACTS

(Project proponents are required to provide full information and wherever necessary

attach explanatory notes with the Form and submit along with proposed environmental

management plan & monitoring programme)

1. LAND ENVIRONMENT

S.No. ITEM DETAILS

1.1 Will the existing land use get

significantly altered from the

project that is not consistent with

the surroundings? (Proposed

landuse must conform to the

approved Master Plan /

Development Plan of the area.

Change of landuse if any and the

statutory approval from the

competent authority be

submitted). Attach Maps of (i) site

location, (ii) surrounding features

of the proposed site (within 500

meters) and (iii) the site (indicating

levels & contours) to appropriate

scales. If not available attach only

conceptual plans.

"Andhra Pradesh District of South India Assemblies of God" H. Nos.1‐67 & 1‐67/1 Sy.Nos. 206/A & 203 Madinaguda Village, Serilingampally Mandal, Ranga Reddy District, Telangana State.

The geographical co‐ordinates of the site are

17°30'21.66"N Latitude and 78°21'53.12"E

Longitude.

Construction of Residential Apartments Project.

The existing land use will not get significantly

altered from the project that is not in consistent

with the surroundings as the site is earmarked for

residential development as per the development

plan of Hyderabad.

The availability of land – 14,877.30 Sq.mts

Affected area in road widening ‐341.89 SMT

Net Site Area is 14,535.41 SMT

1.2 List out all the major project

requirements in terms of the land

area, built up area, water

consumption, power requirement,

connectivity, community facilities,

parking needs etc.

The major requirements of the project is

summarized as below:

1. Net Plot area 14,535.41 Sq.mts

2. Built‐up area Apartments Area –

62,727.92 Sqm

Amenities Area – 2,054.94

Sqm

2

Parking Area – 28,212.46

Sqm

Total Built‐up Area –

92,995.32 Sqm

No. of Flats ‐ 450

3. Water consumption

Total Water Requirement – 246.0 KLD Fresh Water – 174.0 KLD Recycle Water from S.T.P – 72.0 KLD.

4. Power requirement

2250 KVA D.G. Set – 2 x 500 KVA & 1 x 82.5 KVA

5. Connectivity facilities

The project is well connected with the following: Haphizpet RS – 2.6Kms (S) Miyapur Metro Rail – 1.5 Kms (SE) RGIA Airport – 32.0 Kms (S)

1.3 What are the likely impacts of the

proposed activity on the existing

facilities adjacent to the proposed

site? (Such as open spaces,

community facilities, details of the

existing landuse, disturbance to the

local ecology).

There will be minor impacts during construction

activity of the proposed project.

Community facilities will be enhanced during

construction period due to influx of skilled and

unskilled labor in the area.

The value of waste land will be increased. As the

project does not involve the clearance of any

existing structures or deforestation there will not

be any effect on the surroundings or on the

environment.

The area allocated for greenbelt is 2,918.72 Sqm

1.4 Will there be any significant land

disturbance resulting in erosion,

subsidence & instability? (Details of

soil type, slope analysis,

vulnerability to subsidence,

seismicity etc may be given).

The area is not prone to any land disturbance and

no evident history of the same is available.

Soil Type – Sandy loam

Slope Analysis:

The topography of the site is almost flat. Due to the

project the topography of the project area will

change. However, the drainage pattern will remain

as per the existing pattern.

3

Vulnerability to Subsidence:

There is no subsidence reported in the area.

Seismicity – Zone – II as per the GSI

1.5 Will the proposal involve alteration

of natural drainage systems? (Give

details on a contour map showing

the natural drainage near the

proposed project site)

No, there is no change in the overall natural

drainage system. However, the internal run off

drainage is channelized to the well connected

network of storm water drains.

1.6 What are the quantities of

earthwork involved in the

construction activity‐cutting, filling,

reclamation etc. (Give details of

the quantities of earthwork

involved, transport of fill materials

from outside the site etc.)

The earth work shall include soil excavation and

cutting of the earth will be moved. The cut and fill

material in the project site is nearly at par and

hence the need for movement of soil to and from

the proposed site is not anticipated.

1.7 Give details regarding water

supply, waste handling etc during

the construction period.

Water supply:

The domestic water demand during construction

phase will be about 50‐70 KLD, which will be met

from water tankers The waste water generated will

be sent to septic tank followed by soak pit.

Solid waste:

All construction wastes generated during

construction will be used within the site itself for

filling the floors, roads, aggregate for mortar etc. to

the extent feasible. Remaining will be sent to the

agency for proper disposal.

38 kg/day of solid waste will be generated during

construction phase and will be sent to Municipal

Facility.

1.8 Will the low lying areas & wetlands

get altered? (Provide details of

how low lying and wetlands are

getting modified from the

proposed activity)

There are no wetlands and low lying areas around

the site.

1.9 Whether construction debris &

waste during construction cause

health hazard? (Give quantities of

various types of wastes generated

The typical waste will compute to the 25% of the

inventorisation and this will consists as stated

under:

4

during construction including the

construction labor and the means

of disposal)

S.No Particulars Approx. Qty %.

Disposal

1. Wood 8 Sold to vendors

2. Metal scrap 4 Sold to vendors

3. Containers 3 Sold to vendors

4. Inert waste 6 Disposal site

5. Electronic scrap

2 Sold to vendors

6. Oils 1 Sold to vendors

7. Chemicals, adhesives, bitumen

1 Disposal site

*Based on the research carried out by NBC.

2.0 WATER ENVIRONMENT:

S.No ITEM DETAILS

2.1 Give the total quantity of water

requirement for the proposed project

with the breakup of requirements for

various uses. How will the water

requirement met? State the sources

& quantities and furnish a water

balance statement.

The daily water requirement for the proposed

project will be.

Total Water Requirement – 246.0 KLD

Fresh Water – 174.0 KLD

Recycle Water from S.T.P – 72.0 KLD.

S. No Requirement Quantity (KLD)

1 Domestic Water 173.64

2 Flushing Water 62.66

3 Gardening 2.90

4 Washings & Others 5.0

5 D.G.Set 1.87

Total 246.07 Say 246.0

2.2 What is the capacity (dependable flow

or yield) of the proposed source of

water?

Water will be sourced from HMWSSB, which is

having a capacity of 516 MGD (Million Gallons per

Day)

2.3 What is the quality of water required,

in case, the supply is not from a

municipal source? (Provide physical,

chemical, biological characteristics

with class of water quality)

NA

Water will be sourced from Municipal Water

Supply.

2.4 How much of the water requirement

can be met from the recycling of

The project will generate 204.0 KLD of waste

water, which will be treated in STP. The reusable

5

treated wastewater? (Give the details

of quantities, sources and usage)

water available after treatment will be used for

flushing & Gardening requirements, remaining

will be discharged to sewers.

2.5 Will there be diversion of water from

other users? (Please assess the

impacts of the project on other

existing uses and quantities of

consumption)

No

Water will be sourced from Public Water

Supply/Bore Well

2.6 What is the incremental pollution

load from wastewater generated from

the proposed activity? (Give details of

the quantities and composition of

wastewater generated from the

proposed activity)

The waste water generated will be to the tune of

204.0 KLD. The waste water generated will be

treated in sewage treatment plant based on SBR

technology of capacity 245.0 KLD.

2.7 Give details of the water

requirements met from water

harvesting? Furnish details of the

facilities created.

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. The rainwater is proposed to be

channelized for storage in reservoirs to be used

for project needs after due treatment and also for

groundwater recharging through the recharge

pits. The rainwater is proposed to be channelized

for storage in reservoirs to be used for project

needs and also for groundwater recharging

through the Harvesting pits. 18 no’s of Rain Water

Harvesting pits are provided at four corners of the

site.

Rainwater Harvesting

Type of Area Area

(in m2) Coefficient of

run‐off

Peak rainfall intensity during one hour of rainfall (in m)

Rain water harvesting

potential/hour (in m3)

Roof‐top area

6705.33 0.9 0.044 265.5

6

Green Area 2918.72 0.15 0.044 19.3

Paved area 4911.6 0.8 0.044 172.9

Total storm water load on the site with per hour retention is 457.7

Considering 15 minutes retention time, total storm water load 114.4

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

6.3

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

18.20

2.8 What would be the impact of the land

use changes occurring due to the

proposed project on the runoff

characteristics (quantitative as well as

qualitative) of the area in the post

construction phase on a long term

basis? Would it aggravate the

problems of flooding or water logging

in any way?

The project will involve construction of rooftop &

paved areas and hence, quantity of runoff will

increase due to reduced infiltration & increase in

surface run off coefficient in post construction

phase as compared to the pre‐construction phase.

The overflow during abnormally heavy rains will

follow the run off pattern. The proposed

rainwater structures have been designed for

accommodating peak rainfall intensity, which will

not aggravate the problem of flooding in the

project area. The run‐off from roof top, paved and

landscaped areas will be used for ground water

recharge. Provisions of capturing the surface

runoff to the extent of 100% will be done.

2.9 What are the impacts of the proposal

on the ground water? (Will there be

tapping of ground water; give the

details of ground water table,

recharging capacity, and approvals

obtained from competent authority, if

any)

No Impacts will be on the ground water the

required water will be supplied by Municipal

Supply and the treated water is used for

gardening & flushing. Rain water harvesting

structures will be provided in the site to tap the

rain water which in turn recharges the ground

water table.

2.10 What precautions/measures are

taken to prevent the run‐off from

construction activities polluting land

& aquifers? (Give details of quantities

and the measures taken to avoid the

adverse impacts)

There are effective measures adapted to reduce

the storm water run‐off from the construction

site‐

Ensuring vehicles stick to the access track. Cleaning all mud and dirt deposited on roads

from construction‐related activities.

Stabilizing a single entry/exit point to ensure sediment is not tracked off site‐this also

7

increase site durability during wet weather.

Excavation work will not be carried out during monsoon season.

Constructing a fence around the site to trap sediment whilst allowing water to flow through.

Diverting up‐slope water with turf and not mixing mortar in locations that will drain into

storm water system.

Preventing wastewater from brick cutting

activities and stockpiles entering the storm

water system.

Construction material will be stored at the

earmarked places and will be covered with a

temporary shed ensuring that no leachate or

spoilage of land occurs.

Curing water will be sprayed and, after liberal curing, all concrete structures will be painted &

covered with gunny bags, then the water will be

sprayed. This will help to save water.

2.11 How is the storm water from within

the site managed?(State the

provisions made to avoid flooding of

the area, details of the drainage

facilities provided along with a site

layout indication contour levels)

Infrastructural facilities like provision of adequate

storm water drains, wastewater collection and

conveyance including treatment and disposal

have been planned in the project.

- Regular inspection & cleaning of storm

water drains.

- Cover waste storage areas.

- Avoid application of pesticides and

herbicides before wet season.

- Provision of silt traps in storm water drains

- Good house keeping

2.12 Will the deployment of construction

laborers particularly in the peak

period lead to unsanitary conditions

around the project site (Justify with

proper explanation)

The local people will be deployed during

construction. There will be no stagnant water at

site, as the run off from the relevant areas will be

systematically drained. The civil contractor will be

held responsible for site sanitation and will be

bound by the management to adhere to healthy

level of sanitation.

8

2.13 What on‐site facilities are provided

for the collection, treatment & safe

disposal of sewage? (Give details of

the quantities of wastewater

generation, treatment capacities with

technology & facilities for recycling

and disposal)

Construction phase:

The waste water generated from toilets will be

diverted to septic tanks followed by soak pits.

Post construction phase:

Sewage water @204.0 KLD will be collected and

treated in SBR based 245.0 KLD STP.

Treatment efficiency: >90%

Reuse and disposal:

STP treated water will be used for flushing and

gardening, remaining will be discharged to

municipal sewer.

2.14 Give details of dual plumbing system

if treated waste used is used for

flushing of toilets or any other use.

There will be separate pipelines for the supply of

the fresh water and treated water from STP.

Treated water will be used for the flushing

purposes & Gardening purposes.

3. VEGETATION

S.No. ITEM DETAILS

3.1 Is there any threat of the project to

the biodiversity? (Give a description

of the local ecosystem with it’s unique

features, if any)

There will be no threat on the biodiversity due to

the proposed project. Project site is almost flat

terrain mostly dominated/covered with common

grass and shrub species. Moreover, site doesn’t

support any critical or special habitat; which can

support threatened, endangered species.

3.2 Will the construction involve

extensive clearing or modification of

vegetation? (Provide a detailed

account of the trees & vegetation

affected by the project)

There are 38 no.of trees that exist within the site,

which will be removed according to the

requirement and the same will be replaced by

planting 1:3 ratio as per the guidelines with

permission.

3.3 What are the measures proposed to

be taken to minimize the likely

impacts on important site features

(Give details of proposal for tree

plantation, landscaping, creation of

water bodies etc along with a layout

plan to an appropriate scale)

Due care will be taken to protect the important

site features:

Tree plantation will be done to protect the site features such as topsoil erosion, ground water

attenuation and avoiding contamination by

leachate.

The excavated soil will be stored at earmarked

places protected from contamination and from

9

polluting the existing features and will be used

for surface leveling and for creation of

landscaped areas.

Piling will be done so as to minimize the

impacts on the existing structures in the nearby

areas.

Green belt will be developed in an area of 2,918.72 Sqm.

4. FAUNA

S.No. ITEM DETAILS

4.1 Is there likely to be any displacement

of fauna‐ both terrestrial and aquatic

or creation of barriers for their

movement? Provide the details.

The proposed site does not have any terrestrial

and aquatic fauna, so no displacement will take

place.

4.2 Any direct or indirect impacts on the

avifauna of the area? Provide details

No endangered or endemic species of birds are

found in the study area,

4.3 Prescribe measures such as corridors,

fish ladders etc to mitigate adverse

impacts on fauna

Not applicable

5. AIR ENVIRONMENT:

S.No ITEM DETAILS

5.1 Will the project increase atmospheric

concentration of gases & result in heat

islands? (Give details of background air

quality levels with predicted values

based on dispersion models taking into

account the increased traffic

generation as a result of the proposed

constructions)

There will be increase in intensity of land use in

the existing area, which may result in the

creation of heat islands. DG sets are deployed for

the project, which will result in the increase in

atmospheric concentration of gases.

Impact:

Urban Heat island effect due to increase in the paved areas (Roof +& Non Roof).

Emissions due to traffic load

An emission due to DG sets

Mitigation measures:

Heat Island Effect: Roof

The roofs will be covered with solar panels

10

which will reduce the exposed roof area.

The other exposed roof will be covered with white china mosaic tiles/green roof to reduce

the heat gains inside the building.

Heat Island Effect: Non‐roof:

Hard paving onsite has been reduced to the best possible extent.

About 10% of the area will be under greenbelt, which will mitigate heat island effect.

Fugitive dust emissions:

Sources:

Construction activities. Vehicular movement.

Road construction. Paved and unpaved area emissions.

Mitigation:

Screening the construction site with the help of tarpaulin to contain the emissions within

the site.

Water spraying on the haul roads.

Storage of construction material and waste at

earmarked places and well covered.

Impact due to traffic emissions:

The impact of vehicular emissions varies with

rate of movement of vehicles, atmospheric

conditions and stability classes.

Mitigation:

About 2,918.72 Sqm area will be under

landscape.

The vehicles will be PUC certified. Reduced vehicular speed will also avoid the air

borne fugitive emission on the unpaved areas.

5.2 What are the impacts on generation of

dust, smoke, odorous fumes or other

hazardous gases? Give details in

relation to all the meteorological

parameters

The impacts of dust and gaseous pollutants due

to different construction activities will be

localized and will not affect the surrounding

environment. All necessary measures will be

taken.

11

Water spraying at dust generation sources

All transportation vehicles will be suitably covered to prevent dust dispersion from the

trucks, and overloading of the vehicles will be

avoided and must be PUC certified vehicle.

Plantation is proposed to be taken up along the boundary of the project site to the extent

possible.

Eco‐friendly D.G. Sets will be installed to maintain the emission within the norms etc.

The D.G. sets will be provided with adequate stack height for effective dispersion of

pollutants.

Low sulphur content fuel (HSD: sulphur

content: 0.05%) will be used which will help to

contain the emissions within the permissible

range.

5.3 Will the proposal create shortage of

parking space for vehicles? Furnish

details of the present level of transport

infrastructure and measures proposed

for improvement including the traffic

management at the entry & exit to the

project site.

Adequate provision will be kept for parking at

the proposed project. Sufficient planning is being

done so that transport system is organized by

following the good traffic management

techniques.

Following measures will be adopted for smooth

traffic movements:

Provisions of fully internalized parking including the parking facilities for the visitors.

Guided traffic ways within the project site. Speed humps will be installed for speed

restrictions inside the project area.

5.4 Provide details of the movement

patterns with internal roads, bicycle

tracks, pedestrian pathways, footpaths

etc., with areas under each category.

The movement pattern inside the project area

will be guided traffic ways. There will not be any

separate bicycle tracks or pedestrian pathways

on the periphery (driveway).

5.5 Will there be significant increase in

traffic noise & vibrations? Give details

of the sources and the measures

proposed for mitigation of the above.

There is no significant increase in noise and

vibration. The noise and vibrations level will be

well within the norms. Speed of the vehicles will

be limited to 15‐20 Km/hr to minimize noise and

12

vibration.

The following measures will be adopted to

reduce the noise:

Trees with heavy foliage will be planted at the periphery so as to restrict the noise levels

within the permissible norms.

Both entry and exit are manned with trained

and efficient security.

Road markings, Stop lines, parking lanes are

painted to guide the internal road user.

Separate entry/exit is provided such that it enables the smooth movement of the vehicles.

5.6 What will be the impact of DG sets &

other equipment on noise levels &

vibration in & ambient air quality

around the project site? Provide

details.

Construction Phase:

The noise level due to construction activity and

in operational phase will be localized to the

source. During the construction phase, noise will

be generated from the construction equipment’s

and the operation of DG sets.

Fugitive emissions generated from various

construction activities will be contained by

screening the site by tarpaulin.

The noise level due to construction activity and

in operational phase will be localized.

Post Construction phase:

The important source of pollution during post

construction phase will be emissions from D.G.

sets used in case of power cuts or failure (for

complete power back up). The DG sets will be

housed in an inbuilt acoustic enclosure for

maximum noise attenuation. The DG sets

deployed will be EPA/ CPCB certified for the

permissible standards of noise & vibrations.

13

6. AESTHETICS

S.No. ITEM DETAILS

6.1 Will the proposed constructions in any

way result in the obstruction of a view,

scenic amenity or landscapes? Are

these considerations taken into

account by the proponents?

The proposed project will not in any way

obstruct any view, scenic amenity or landscapes.

In fact it increases aesthetics of the area due to

large scale green belt development.

6.2 Will there be any adverse impacts from

new constructions on the existing

structures? What are the

considerations taken into account?

No, there will be no impact on existing

infrastructure due to the construction activities.

6.3 Whether there are any local

considerations of urban form & urban

design influencing the design criteria?

They may be explicitly spelt out.

The project will strictly follow the area building

regulation of NBC. All norms on ground

coverage, FAR, Height, Setbacks, Fire safety

requirements, structural design and other

parameters will be strictly adhered to.

6.4 Are there any anthropological or

archaeological sites or artefacts

nearby? State if any other significant

features in the vicinity of the proposed

site have been considered.

None

7. SOCIO‐ECONOMIC ASPECTS

S.No. ITEM DETAILS

7.1 Will the proposal result in any changes

to the demographic structure of local

population? Provide the details.

No such changes envisaged

Construction phase:

Since local laborers will be engaged during

construction phase, alteration to the existing

demographic profile of the area in not

anticipated.

Operation Phase:

The changing demography in the area is another

impact that needs attention. The project will

mainly lead to spatial redistribution of local

plantation and hence no considerable influx of

population is envisaged owing to the proposed

14

project.

7.2 Give details of the existing social

infrastructure around the proposed

project.

The proposed project is conveniently located

close to Haphizpet RS – 2.6 Kms (S) & Miyapur

Metro Rail – 1.5 Kms (SE). As the activity is

located in city area hence required

infrastructures is located nearby the project site.

Other basic infrastructural amenities like safe

drinking water, electricity, market, and medical

services are available around the proposed

project.

7.3 Will the project cause adverse effects

on local communities, disturbance to

sacred sites or other cultural values?

What are the safeguards proposed?

No, Project is not likely to have any adverse

effect on local population; rather the local

population will get benefit arising due the

proposed project.

8. BUILDING MATERIALS

S.No. ITEM DETAILS

8.1 May involve the use of building

materials with high‐embodied energy.

Are the construction materials

produced with energy efficient

processes? (Give details of energy

conservation measures in the selection

of building materials and their energy

efficiency)

The basic materials used will be cement, steel,

bricks, stones, ready mix concrete, sand, gypsum,

plywood, hard wood, aluminum, glass, etc.

Low energy embodied materials will be given

preference.

Energy efficient construction materials such as

Gypsum Plaster Concrete, Sand Aggregate, Fly

Ash Cement, will be used to achieve the

desired primary energy efficiency.

Ready Mix concrete will be used for

construction of RCC structures. M‐sand will be

used as an alternative to river sand and the

building blocks will be solid cement blocks that

are energy efficient and work efficient

compared to baked bricks.

Ensuring that the building materials and

products have low energy embodied energy.

Minimizing the transport of temporary

structures, scaffolding, formwork,

consumables and building product to the

15

construction site.

Minimizing overall waste and the transport of

waste from site.

Use of energy efficient lighting. Ensuring idle construction equipment is

throttled down or switched off

All the items to be used in the project are as per

the National Building Code.

8.2 Transport and handling of materials

during construction may result in

pollution, noise & public nuisance.

What measures are taken to minimize

the impacts?

During the construction phase, the following

measures will be taken to prevent pollution.

Top soil excavated during construction

activities will be stored for use in

horticulture/landscape development within

the project site to the possible extent

Covering of the construction site from all four

sides to a substantial height to prevent dust

emissions and other pollutants into

surrounding area.

Covering loads to limit materials or litter

blowing off and reducing smells.

Ready mix concrete will be used for

concreting. This avoids cement and aggregate

handling fugitive emissions and noises.

Noise machines will be preferred after 10.00

am. Loading and unloading will be done with

low height.

Unloading of construction material will not be

done during night

Water spraying to prevent dust pollution from

different sources of construction.

Speed restriction of all the vehicles

approaching the site and within the site.

All transportation vehicles will be suitably covered with tarpaulin & overloading of the

vehicles will be avoided and must be pollution

checked vehicle.

Heavy earth working will be avoided during

16

night.

8.3 Are recycled materials used in roads

and structures? State the extent of

savings achieved?

The excavated soil will be used for backfilling as

well as for creating landscaped areas.

8.4 Give details of the methods of

collection, segregation & disposal of

the garbage generated during the

operation phases of the project.

The estimated quantity of garbage will be around

1334 Kgs/day. It is proposed to segregate the

wastes and will be given to Municipal waste

collection center for disposal to municipal solid

waste management facilities

9. ENERGY CONSERVATION

S.No. ITEM DETAILS

9.1 Give details of the power

requirements, source of supply,

backup source etc. What is the energy

consumption assumed per square foot

of built‐up area? How have you tried

to minimize energy consumption?

The source of the Power is from TSPCDL.

Power requirement: 2250 KVA

Backup power: 2 x 500 KVA & 1 x 82.5 KVA DG

set for emergency during power failure.

Energy saving measures proposed to minimize

energy consumption is as follows.

1) Use of energy saving methods in lift (V3F) in

place of conventional methods

2) Corridors, walkways and staircases have

been provided with natural lighting to the

maximum extent possible

3) Use of LED Bulbs (Light Emitting Diodes) &

low voltage lighting.

4) Rooftop SPV etc.

9.2 What type of, and capacity of, power

back‐up to you plan to provide?

2 x 500 KVA & 1 x 82.5 KVA DG sets will be used

as backup power for emergency during power

failure.

APFC panel will switch the above loads onto DG

supply within 10 – 12 seconds. In case of repair/

maintenance or operational difficulty with any

DG set, DG sets will be manually interchangeable

to cater only to the critical loads. HSD

requirement will be 150 Litres.

9.3 What are the characteristics of the

glass you plan to use? Provide

specifications of its characteristics

The type of glass proposed to be used will be

plain glass with have low conductance and high

insulation properties so that heat ingress into

17

related to both short wave and long

wave radiation?

the inside of the building will be minimized. This

will help to reduce the heat gain in the building.

U‐value of glass – 5.40 – 5.49

9.4 What passive solar architectural

features are being used in the

building? Illustrate the applications

made in the proposed project.

Passive solar cooling is incorporated in the

building design. Buildings are suitably oriented

for ensuring natural ventilation and day lighting.

Building design and envelope may be optimized

through selection of appropriate wall and roof

construction and through adoption of solar

passive measures after studying the sun path

analysis to provide shading devices for windows

and roof which would reduce energy demand.

9.5 Does the layout of streets & buildings

maximise the potential for solar

energy devices? Have you considered

the use of street lighting, emergency

lighting and solar hot water systems

for use in the building complex?

Substantiate with details.

Solar power facilities shall be used for external

lightning.

Paving onsite (open area surrounding building

premises) is reduced to the extent possible to

minimize the imperviousness of the site and

shade will be provided on hard paved surfaces to

minimize heat island effect.

Passive solar cooling will be incorporated in the

building design. Building will suitably orient for

ensuring natural ventilation and day lighting.

Solar panels will be used for the common area

lighting load.

9.6 Is shading effectively used to reduce

cooling/heating loads? What principles

have been used to maximize the

shading of Walls on the East and the

West and the Roof? How much

energy saving has been effected?

Walls.

East and West Elevations.

Walls that face the east and west will be well

insulated as possible, to prevent summer heat

gain from the low morning and evening sun.

Roof:

Brickbats will be placed on the flat roof to give a

slope and then grouting the same with cement

mortar admixed with some water proofing

compounds.

9.7 Do the structures use energy‐efficient

space conditioning, lighting and

mechanical systems? Provide technical

details. Provide details of the

Automatic power factor compensating

multiple capacitor units are provided for

maintaining of average power factor of 0.99 to

have effective savings in energy cost. All

18

transformers and motor efficiencies,

lighting intensity and air‐conditioning

load assumptions? Are you using CFC

and HCFC free chillers? Provide

specifications.

capacitors are provided with Harmonic Filters

to avoid distortion in Voltage i.e. Clean Power

is available to building.

An APFC relay based on thyristerised switching is proposed to effect the power factor

correction /improvement within a few cycles

of deviation from the setting & also to reduce

inrush currents.

All cables shall be derated to avoid heating during use. This also indirectly reduces losses

and improves reliability.

Lighting System:

The recommended illumination levels (in Lux)

as per the National Building Code of India

(2016) will be applied.

9.8 What are the likely effects of the

building activity in altering the micro‐

climates? Provide a self‐assessment on

the likely impacts of the proposed

construction on creation of heat island

& inversion effects?

Heat emission from the project can be from the

following sources:

Heat absorbed and radiated from the paved

and concrete structures.

Increased population for a particular stretch of land.

Any building activity would alter the

microclimate of a site and it is inevitable that

wind patterns and thermal gain patterns on a site

would be changed. But the proposed building has

been carefully designed to modify the

microclimate so as to improve overall thermal

comfort and reduce energy consumption. Shade

giving trees are planted near the east and west

side which affect the microclimate and provide

cooling effect in summers.

9.9 What are the thermal characteristics

of the building envelope? (a) roof; (b)

external walls; and (c) fenestration?

Give details of the material used and

the U‐values or the R values of the

individual components.

The building materials will be selected with

characteristics that limit heat ingress into the

inside of the building will be minimized.

U value

(W/m2‐°C)

R value

(m2‐°C/W)

Roof U‐0.409 R‐2.1

Wall U‐0.352 R‐2.35

19

Fenestration 3.177 0.25

9.10 What precautions & safety measures

are proposed against fire hazards?

Furnish details of emergency plans.

Essential fire safety measures will be installed in

the building to ensure the safety of the

occupants within the building in the event of fire

or other emergency.

The entire building will be designed as per NBC‐

2016 of India pertaining to fire hazards.

Safety measures: ‐

Proper fire exits and exit signs in case of any emergency will be made available.

Fire detectors, Fire alarm and Fire

extinguishers of appropriate type will be

placed on a readily accessible place and will be

maintained accordingly.

9.11 If you are using glass as wall material

provides details and specifications

including emissivity and thermal

characteristics.

The project being a Group Housing complex will

not involve of glass as wall material. All

fenestration with U‐factors, SHGC, or visible light

transmittance determined, certified and labeled

in accordance ISO 15099 shall be adopted.

9.12 What is the rate of air infiltration into

the building? Provide details of how

you are mitigating the effects of

infiltration.

The project will not be centrally air conditioned

and hence there will be provision for ample

natural ventilation.

9.13 To what extent the non‐conventional

energy technologies are utilized in the

overall energy consumption? Provide

details of the renewable energy

technologies used.

Solar energy will be variedly used as:

- Solar street lights

- Solar blinkers

- Solar power packs/inverters

- Roof top SPV systems with or without

grid connection

- LED Bulbs will be used in buildings to

minimize the energy consumption

- Green area is provided along with tree

plantation which will result in natural air

cooling and will reduce the load on

conventional energy sources.

20

10. ENVIRONMENT MANAGEMENT PLAN

The Environment Management Plan would consist of all mitigation measures for each item wise

activity to be undertaken during the construction, operation and the entire life cycle to

minimize adverse environmental impacts as a result of the activities of the project. It would also

delineate the environmental monitoring plan for compliance of various environmental

regulations. It will state the steps to be taken in case of emergency such as accidents at the site

including fire.

The detailed Environmental Management plan report is furnished along with the application

CONCEPTUAL PLAN & EMP

FOR THE PROPOSED

RESIDENTIAL APARTMENTS PROJECT OF

"ANDHRA PRADESH DISTRICT OF SOUTH INDIA

ASSEMBLIES OF GOD"

AT H.NOS.1-67 & 1-67/1 & SY.NOS. 206/A & 203

MADINAGUDA VILLAGE,

SERILINGAMPALLY MANDAL,

RANGA REDDY DISTRICT,

TELANGANA STATE Category - Category – 8(a)

`

SUBMITTED BY: "ANDHRA PRADESH DISTRICT OF SOUTH INDIA

ASSEMBLIES OF GOD" PLOT NO: 31, SY. NO: 40 (P), & 41,

KAVURI HILLS, GUTTALABEGUMPET (V),

SERILINGAMPALLI (M), RANGA REDDY (D),

TELANGANA STATE -500 033

PREPARED BY:

M/s. SPACE ENVIRO SOLUTIONS H. No: 1-4-69/4, STREET NO: 8,

HABSIGUDA, NEAR HERITAGE FRESH,

HYDERABAD, TELANGANA - 500 007

LIST OF CONTENTS

S.NO CONTENT PAGE.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

2.0 PROJECT DETAILS 3‐14

2.1 LOCATION DETAILS 3

2.2 BUILT‐UP AREA 8

2.3 PARKING AREA 8

2.4 ROAD NETWORK 8

2.5 WATER REQUIREMENT 8

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

3.0 IMPACT ASSESSMENT & MITIGATION MEASURES 15‐23

3.1 IMPACT ASSESSMENT 15

4.0 ENVIRONMENTAL MANAGEMENT PLAN 24‐38

4.0 INTRODUCTION 24

4.1 ENVIRONMENTAL MANAGEMENT PLAN 25

4.1.1 EMP FOR AIR ENVIRONMENT 25

4.1.2 EMP FOR NOISE ENVIRONMENT 28

4.1.3 EMP FOR WATER ENVIRONMENT 29

4.1.4 EMP FOR LAND ENVIRONMENT 30

4.1.5 EMP FOR BIOLOGICAL ENVIRONMENT 32

4.1.6 EMP FOR SOCIO‐ECONOMIC ENVIRONMENT 34

4.1.7 EMP FOR ENERGY CONSERVATION 34

4.2 ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING PLAN

35

4.2.1 ENVIRONMENTAL MONITORING 36

4.2.2 AWARENESS AND TRAINING 37

4.2.3 RECORD KEEPING AND REPORTING 37

4.2.4 ENVIRONMENTAL AUDITS AND CORRECTIVE ACTION PLANS

38

5.0 BUDGET FOR IMPLEMENTATION OF EMP 39‐40

6.0 BENEFITS OF THE PROJECT 41

6.1 EMPLOYMENT GENERATION 41

6.2 LANDSCAPE DEVELOPMENT 41

6.3 ECONOMY IMPROVEMENT 41

6.4 IMPROVEMENT IN INFRASTRUCTURE FACILITY 41

7.0 CONCLUSION 42

LIST OF TABLES

S.NO TABLE PAGE.NO

1.1 SALIENT FEATURES OF THE PROPOSED PROJECT 2

2.1 SALIENT FEATURES OF THE PROJECT SITE 7

2.2 NUMBER OF FLOORS AND BUILT UP AREA 8

2.3 PARKING SPACE PROVISION 8

2.4 WATER REQUIREMENT 9

2.5 WATER BALANCE 10

2.6 DESIGN PARAMETERS OF SEWAGE TREATMENT PLANT 11

2.7 ESTIMATE OF RAIN WATER HARVESTING 14

3.1 CONSTRUCTION PHASE ‐ POTENTIAL IMPACTS AND MITIGATION MEASURES

16‐19

3.2 OPERATIONAL PHASE – POTENTIAL IMPACTS AND MITIGATION MEASURES 20‐23

4.1 DUST CONTROL PLAN 26

4.2 SUGGESTED TREES FOR GREEN BELT DEVELOPMENT 33

4.3 RECORD KEEPING REQUIREMENTS 37

LIST OF FIGURES

S.NO FIGURE PAGE.NO

2.1 GOOGLE MAP SHOWING PROJECTLOCATION 4

2.2 TOPOGRAPHICAL MAP 5

2.3 PROJECT SITE LAYOUT PLAN 6

2.4 PROPOSED SCHEME OF TREATMENT 13

4.1 FLOW DIAGRAM FOR ENERGY CONSERVATION 34

M/s. Space Enviro Solutions, Hyderabad 1

"Andhra Pradesh District of South India Assemblies of God" – Residential Apartments Project

H. Nos.1‐67 & 1‐67/1, in Sy.Nos. 206/A & 203 of Madinaguda Village,

Serilingampally Mandal & Municipality, Ranga Reddy District, Telangana State Conceptual Plan & EMP

CHAPTER –1 1.0 INTRODUCTION

1.1 PURPOSE OF THE REPORT:

"Andhra Pradesh District of South India Assemblies of God" Rep. by Its Superintendent

REV. Motupalli Thimothi Rao is proposing to construct a Residential Apartments Project

at H. Nos.1‐67 & 1‐67/1, in Sy.Nos. 206/A & 203 of Madinaguda Village, Serlingampally

Mandal & Municipality, Ranga Reddy District, Telangana State. The total plot area

available is 14,877.30 sqm, affected area in road widening is 341.89 sqm and Total Site

Area is 14,535.41 sqm and the Total Built‐up Area is 92,995.32 sqm. (Sub Cellar + Cellar +

Stilt + 10 Floors with 4 Blocks and Amenities with Ground + 5 Floors).

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 "Andhra Pradesh District of

South India Assemblies of God" Rep. By Its Superintendent REV. Motupalli Thimothi Rao

and having their registered office at REV. Motupalli Thimothi Rao, Plot No: 31, Sy. No: 40

(P), & 41, Kavuri Hills, Guttalabegumpet (V), Serilingampalli (M), Ranga Reddy (D),

Telangana State ‐500 033.

1.3 PROJECT COST: The estimated cost for the proposed project will be 95.0 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 14,877.30 Sq.mts

Affected Road Area 341.89 Sq.mts

Net Plot Area 14,535.41Sq.mts

Total Project cost 95.0 Crore

Built‐up Area Apartments Area – 62,727.92 Sqm

Amenities Area – 2,054.94 Sqm

Parking Area – 28,212.46 Sqm

Total Built‐up Area – 92,995.32 Sqm

Greenbelt Area Soft Green Area – 1,455.16 Sqm

Hard Green Area – 1,463.56 Sqm

Total Green Area (20.08%) – 2,918.72 Sqm

Height of the building 29.99 Mts

Nearest Fire station KPHB Fire Station – 3.2 km (SE)

Water requirement & Source Total Water Requirement – 246.0 KLD

Fresh Water – 174.0 KLD – Municipal Supply/Bore well

Recycle Water from S.T.P – 72.0 KLD

Power requirement & Source 2250 KVA, TSCPDCL

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

Solid waste &

mode of disposal

Garbage – 1334.0 Kgs/day

(Segregation at Source & Disposed as per SWM Rules

2016)

Bio‐Degradable – 534.0 kg/day – Organic Waste

Convertor

Non‐Bio‐Degradable – 800.0 kg/day – (Authorized

Recyclers/Vendors)

S.T.P. Sludge – 10.0 kg/day (Used as manure for

greenbelt)

Hazardous waste &

mode of disposal

Used Oil – 150 LPA

(will be sent to Authorized Re‐Cyclers/Re‐Processors) &

Lead Acid Batteries from D.G. Set, Invertor & UPS

(Will be disposed as per Batteries (Management and

Handling) Rules 2001 & its Amendments thereof.

E‐Waste – 452.0 Kg/year (will be sent to Authorized Re‐

Cyclers as per EWM Rules – 2016)





CHAPTER – 2 2.0 PROJECT DESCRIPTION

2.1 LOCATION DETAILS: "Andhra Pradesh District of South India Assemblies of God" Rep. by Its Superintendent


at H. Nos.1‐67 & 1‐67/1, in Sy.Nos. 206/A & 203 of Madinaguda Village, Serlingampally

Mandal & Municipality, Ranga Reddy District, Telangana State. The total plot area

available is 14,877.30 sqm , affected area in road widening is 341.89 sqm and Total Site

Area is 14,535.41 sqm and the Total Built‐up Area is 92,995.32 sqm. (Sub Cellar + Cellar +

Stilt + 10 Floors with 4 Blocks and Amenities with Ground + 5 Floors).

Features of the site:

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

Madinaguda Village. The geographical co‐ordinates of the site are 17°30'21.66"N

Latitude and 78°21'53.12"E Longitude.

i. Accessibility & Existing Road network

The nearest major road is NH‐9 Mumbai High way is 1.0 km (S) & Miyapur to Bachupally

is about 0.16 km (W) to the project site.

ii. Topography

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

surrounding the site.

The major surface water bodies within the 10 kms radius are Musi River ‐ 13.4 km (S),

Osmana Sagar ‐ 13.6 km (SSW), Himayat Sagar ‐ 17.9 km (S), Madinaguda cheruvu ‐ 2.6

Kms (SW), Miyapur Cheruvu ‐ 0.7 Kms (SW), Ameenpur lake ‐ 3.0 Kms ‐ (NW), Hafeezpet

cheruvu ‐ 1.5 Kms(SSW).

The Project Location Map, Topographical Map of the study area is provided at Figure

No.2.1, Figure No.2.2 and Project Site Layout 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

Madinaguda Village, Serilingampally

Ranga Reddy

Latitude 17°30'21.66"N

Longitude 78°21'53.12"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 Airport – 27.0 km (S)

Reserve Forest Kottaguda RF‐4.9 km (S) Kazipalli RF—6.5 km (N) Dundigal RF ‐8.9 km (NNE) Borampet RF – 6.5 km (NE) Suraram PF ‐6.5 km (NE) Gajularamaram RF ‐6.2 km (ENE) Dulapalle RF ‐8.9 km (ENE)

Water Bodies Miyapur Cheruvu ‐ 0.7 Km (SW) Ameenpur lake ‐ 3.0 Km (NW), Hafeezpet cheruvu ‐ 1.5 Km (SSW) Madinaguda cheruvu ‐ 2.6 Km (SW) Musi River ‐ 13.4 km (S) Osmana Sagar ‐ 13.6 km (SSW) Himayat Sagar ‐ 17.9 km (S)

Any Historical monuments within 10

KM radius

None

Any Ecologically sensitive areas within

10 KM radius

None

Topography Plain and land locked





2.2 BUILT‐UP AREA:

"Andhra Pradesh District of South India Assemblies of God" Rep. By Its Superintendent


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&D 10 Floors 230 32,227.65

B 10 Floors 110 14,147.74

C 10 Floors 110 16,352.53

Amenities Ground + 5 Floors ‐ 2054.94

Total ‐ 450 64,782.86

Parking Sub‐Cellar + Cellar + Stilt ‐ 28,212.46

Grand Total ‐ ‐ 92,995.32

2.3 PARKING AREA:

The total area allocated for parking is 28,212.46 Sq. mts, which can accommodate 772

No’s of four wheelers and 547 two 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 Cellar Floor 10,832.10

2 Sub‐Cellar Floor 10,832.10

3 Stilt (A+B+C+D) 6,548.26

Total 28,212.46

2.4 ROAD NETWORK:

The nearest major road is NH‐9 Mumbai High way is 1.0 km (S) & Miyapur to Bachupally

is about 0.16 km (W) to the project site.

2.5 WATER REQUIREMENT:

The total water requirement of the project during occupational stage is 246.0 KLD, out of

that the fresh water requirement is 174.0 KLD will be sourced from HMWS&SB and the





recycled water is 72.0 KLD. The total sewage water generated is 204.0 KLD. It is proposed

to treat the sewage in STP of capacity of 245.0 KLD. The treated waste water is used for

Flushing & Gardening and remaining will be sent to public sewer line. The total water

requirement during occupational stage is given below;

TABLE 2.4 – WATER REQUIREMENT

S. No Requirement Quantity (KLD)

1 Domestic Water 173.64

2 Flushing Water 62.66

3 Gardening 2.90

4 Washings 5.0

5 D.G.Set 1.87

Total 246.07 Say 246.0

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

Occupants is 86 liters/day/person, for Amenities 45 liters/day/ person and for visitors 15

liters/day/person.

2.6 POWER REQUIREMENT:

The power requirement for the proposed project is estimated as 2250 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. 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 150 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 size to

prevent over flooding of the site.

2.11 ENVIRONMENTAL INFRASTRUCTURE:

a). Waste Water Generation & Management:

Total quantity of wastewater generation is likely to be 204.0 KLD. The generated waste

water is collected and treated in in‐house Sewage Treatment Plant of 245.0 KLD capacity.

The available water after treatment is 184.0 KLD, which will be used for Gardening &

Flushing, Washings and remaining will be sent to public sewer. The water balance details

are presented below.

TABLE 2.5 ‐ WATER BALANCE

Input Requirement Quantity Output Requirement Quantity

Domestic 173.64 Domestic Waste Water 138.91

Flushing 62.66 Flushing waste water 62.66

Green belt 2.90 Waste water from Washings and Others

02.0

D.G.Set 1.87 Consumption & Other Losses 42.50

Washing and others 5.0

Total 246.07 Total 246.07

The waste water generated from process i.e. 204.0 KLD which will be treated in 245.0

KLD Capacity S.T.P. The available recycled water after treatment is 184.0 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 245.0 KLD capacity based on Sequential Batch Reactor (SBR)

technology is proposed to treat 204.0 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

Quantity KLD 245.0 ‐

pH ‐ ‐ 7.0 – 9.5 6.5 – 9.0

Oil & Grease Mg/l 20‐30 <10

TSS Mg/l 150‐300 <20

BOD Mg/l 250‐350 <10

COD Mg/l 500‐ 600 <50

Sewage Treatment Process Description:

Sewage treatment plant is designed to treat 245 KLD of Sewage per day. The proposed

scheme is depicted in the figure attached below.

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.





FIGURE – 2.4– PROPOSED SCHEME OF TREATMENT

c). Solid & Hazardous Waste Details:

S.No Type of Waste Quantity Collection/storage Disposal

1 Garbage 1334

Kg/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.

Bio‐Degradable – 533.51 kg/day (Say –534 kg) – Organic Waste Convertor Non‐Bio‐Degradable – 800.26 kg/day (Say – 800 kg) – (Authorized Recyclers/vendors) as per SWM Rules 2016.

2 STP Sludge 10.0

Kg/day

Stored in HDPE bags. Used as manure and or given to farmers.

3 E‐Waste 452.0

Kg/Year

‐ Sent to Authorized Recyclers as per SWM Rules 2016.

4 Used Batteries 3

No’s/ Year

‐ Sent to Authorized recyclers or returned to seller

5 Used Lubricant 150

L/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) Coefficient of run‐off

Peak rainfall intensity during one hour of rainfall (in m)

Rain water harvesting

potential/hour (in m3)

Roof‐top area 6705.33 0.9 0.044 265.5

Green Area 2918.72 0.15 0.044 19.3

Paved area 4911.6 0.8 0.044 172.9

Total storm water load on the site with per hour retention is 457.7

Considering 15 minutes retention time, total storm water load 114.4

Taking the radius as 1m 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

18.2





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 SPCB & 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 requirement; vehicular traffic; excavation;

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

‐







concreting; etc. 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 14,877.30 Sq.mts Affected area in Road – 341.89 Sq.mts Net Plot Area – 14,535.41 Sq.mts

No land conversion is required as land is a vacant plot and is designated for Residential 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.

(iii) Geology & Seismicity

No impact Construction of the Residential Apartment

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;

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. 2,918.72 Sq.mts 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 150 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 150 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. Environmental components


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 261.0 KLD. Fresh Water Requirement – 173.64 KLD Say 174.0 KLD S.T.P. Recycle – 87.04 KLD Say 87.0 KLD Total Water Requirement – 260.68 Say 261.0 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, 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;

All emissions well within the specified limits







HSD with 0.25% sulfur content in DG sets; periodic maintenance of DG sets for reduced emissions

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

14,535.41 Sq.mts of net plot 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

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







of waste lube oils by sale to authorized third party; buy‐back arrangement for waste lead acid batteries

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 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 300 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.

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

Approximately 150persons Direct employment and indirect employment







requisite to the job requirement 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

4.0 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&CC, CPCB& SPCB;

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.

4.1 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:

4.1.1 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

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.





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

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.

4.1.2 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.

4.1.3 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.

4.1.4 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 and Other Wastes (Management and Transboundary Movement) Rules,

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 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 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: bio

degradable, inert cum mixed waste, recyclables and waste from changing oil. The entire

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

4.1.5 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.

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





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.

4.1.6 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 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.

4.1.7 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 4.1: FLOW DIAGRAM FOR ENERGY CONSERVATION

Supply Demand Energy Conservation

Use energy –efficient DG Sets

Exploring the possibilities of

introducing renewables

energy

Reduce Consumption

Use energy –efficient

appliances

Create guest awareness





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

4.2 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





4.2.1 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

and Other Waste (Management & Transboundary Movement) Rules 2016.





10) Numbers of used lead‐acid batteries disposed off to authorized vendors/ dealers will be

monitored and requisite records maintained.

4.2.2 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:

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.

4.2.3 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 4.4

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 SPCB / MOEF&CC

Copy of Waste manifests as per requirement

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





4.2.4 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–5

5.0 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) 45.0 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

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

5 Green Belt Development 5.00 Development of Pits, Sapling cost, Manure & Labour cost

6 Energy Efficient Lighting & Solar Power utilization

5.00 Solar Street Lights

Total 65.0

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 75.0





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 8.0 Chemicals, Employs, Power Charges & Replacement of machinery

3 Greenbelt Development 2.0 Maintenance Cost

4 D.G. Set 1.0 Maintenance Cost

5 Solid Waste Management 2.5 Replacement of Bins, MSW Collection & Treatment Charges & Labour cost

6 Rainwater harvesting & Storm water drains network

1.5 Maintenance cost

Total 16.0





CHAPTER–6

6.0 BENEFITS OF THE PROJECT

6.1 Employment Generation

The Residential Project will provide employment to a large number of local people. Skilled,

Semi‐skilled and unskilled man power will be utilized during construction and operation

phase. This will positively impact the economic condition of the people in the surrounding

area.

6.2 Landscape Development

After implementation of the project, the green cover of the project area will be enhanced

by beautifully landscaped and green cover plantation by native species. This will not only

enhance the aesthetic beauty of the region but also nurture, regenerate and enhance the

local ecology and biodiversity.

6.3 Economy improvement

After implementation of the project it will give rise to employment to the local people with

direct and indirect employment. The residential development will also promote allied

businesses and facilities in the area. This will result in considerable improvement in the

economic condition of the surrounding area.

6.4 Improvement in infrastructure facility

New and better roads will be developed public transport facilities will improve. This will give

rise to better infrastructure facilities in the proposed project and surrounding area.





CHAPTER– 7

7.0 CONCLUSION The proposed project "Andhra Pradesh District of South India Assemblies of God" is aimed

at developing Residential Apartments. The proposed site is away from city traffic and

located in serene environment which will give comfort to residents. Adequate care is taken

to protect, preserve and improve the environment around the site. About 2,918.72 Sq.mts

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

Municipal Water Supply. If required will draw ground water with prior permission from

ground water department. Further rain water harvesting structures proposed to enhance

the ground water of area. The waste water generated is to be treated in house sewage

treatment plant and reuse for Flushing, Washings and Gardening.

As the site is well connected with existing road network 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 Residential complex.

Thus the project is environmentally viable and sustainable.

form-1, form-1a, conceptual plan & emp

Documents