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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
2
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
4
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
Details thereof (with approximate quantities /rates, wherever possible) with sources of information data
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
9
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)
S. No. Information /Checklist confirmation Yes/
No
Details thereof (with approximate quantities /rates, wherever possible) with sources of information data
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
Details thereof (with approximate quantities /rates, wherever possible ) with sources of information data
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.
12
• 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
13
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 :
S.No. Information /Checklist confirmation Yes/No
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
S.No. Information /Checklist confirmation Yes/No
Details thereof (with approximate quantities /rates, wherever possible ) with sources of information data
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
14
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
S. No. Information /Checklist confirmation Yes/
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
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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.
M/s. Space Enviro Solutions, Hyderabad 2
"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
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)
M/s. Space Enviro Solutions, Hyderabad 3
"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 – 2 2.0 PROJECT DESCRIPTION
2.1 LOCATION DETAILS: "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).
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.
M/s. Space Enviro Solutions, Hyderabad 4
"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
FIGURE NO.2.1 – GOOGLE MAP SHOWING PROJECT LOCATION
M/s. Space Enviro Solutions, Hyderabad 5
"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
FIGURE NO: 2.2 – TOPOGRAPHICAL MAP
M/s. Space Enviro Solutions, Hyderabad 6
"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
FIGURE NO.: 2.3 – PROJECT SITE LAYOUT PLAN
M/s. Space Enviro Solutions, Hyderabad 7
"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
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
M/s. Space Enviro Solutions, Hyderabad 8
"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
2.2 BUILT‐UP AREA:
"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
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
M/s. Space Enviro Solutions, Hyderabad 9
"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
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.
M/s. Space Enviro Solutions, Hyderabad 10
"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
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
M/s. Space Enviro Solutions, Hyderabad 11
"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
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
M/s. Space Enviro Solutions, Hyderabad 12
"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
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.
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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
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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
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"Andhra Pradesh District of South India Assemblies of God" – Residential Apartments Project
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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.
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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
‐
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S.No. Environmental components
Potential impacts Source of impacts Mitigation measures Remarks
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
‐
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S.No. Environmental components
Potential impacts Source of impacts Mitigation measures Remarks
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
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S.No. Environmental components
Potential impacts Source of impacts Mitigation measures Remarks
(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
‐
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TABLE – 3.2 ‐ OPERATIONAL PHASE – POTENTIAL IMPACTS AND MITIGATION MEASURES
S. No. Environmental components
Potential impacts Source of impacts Mitigation measures Remarks
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
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S. No. Environmental components
Potential impacts Source of impacts Mitigation measures Remarks
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
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S. No. Environmental components
Potential impacts Source of impacts Mitigation measures Remarks
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
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S. No. Environmental components
Potential impacts Source of impacts Mitigation measures Remarks
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
‐
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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.
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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.
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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.
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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:
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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.
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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
A) CONSTRUCTION PHASE
To prevent degradation and maintain the quality of the water source, adequate control
measures have been proposed to check the surface run‐off, as well as uncontrolled flow of
water into any water body. Following management measures are suggested to protect the
water quality during the construction phase.
Avoid excavation during monsoon season.
No discharge of treated wastewater to soil and ground water body.
Waste water channels from the site would be connected to septic tank during
construction to prevent wastewater from entering the water bodies.
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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
A) CONSTRUCTION PHASE
Waste generated from construction activity includes construction debris, biomass from land
clearing activities (if any), waste from the labour camp, and other waste. The following
section discusses management of each type of waste. Besides management of topsoil is an
important area for which management measures are required.
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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.
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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.
M/s. Space Enviro Solutions, Hyderabad 33
"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
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
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"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
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
M/s. Space Enviro Solutions, Hyderabad 35
"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
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
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"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
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.
M/s. Space Enviro Solutions, Hyderabad 37
"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
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.
M/s. Space Enviro Solutions, Hyderabad 38
"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
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.
M/s. Space Enviro Solutions, Hyderabad 39
"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–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
M/s. Space Enviro Solutions, Hyderabad 40
"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
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
M/s. Space Enviro Solutions, Hyderabad 41
"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–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.
M/s. Space Enviro Solutions, Hyderabad 42
"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– 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.