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PROJECT REPORT FOR PROPOSED RESIDENTIAL APARTMENT PROJECT

At

Survey No. 5/1, 5/2, 7/2, 10/2, 44/2, 44/5, 45/2A, 46 and 47, Manchanahalli Village,

Attibele Hobli, Anekal Taluk, Bangalore.

Submitted By

M/s Iconica Projects, 5 AC-510, HRBR Layout, 2nd Block, Kalyan Nagar,

Outer Ring Road, Bangalore – 560 043.

Submitted to State Environment Impact Assessment Authority,

Karnataka.

ENVIRONMENTAL CONSULTANTS

M/s. EMPOWER, # 49, 13th Cross, 3rd Main, 2nd Phase,

West Of Chord Road, Manjunatha Nagar, Bangalore – 560 010.

E mail id – [email protected]

INDEX

SL NO DESCRIPTION PAGE NO.

1 APPLICATION IN FORM I 1-14

2 APPLICATION IN FORM I A 15-25

ANNEXURE TO APPLICATIONS 1 - 48

A

B

C

D

E

F

G

H I J

K

L

M

N

0

COMPREHENSIVE PROJECT REPORT SOURCE OF WATER FOR THE PROPOSED PROJECT SEWAGE GENERATION AND ITS DISPOSAL SYSTEM, TREATED SEWAGE DISPOSAL & DESIGN DETAILS OF SEWAGE TREATMENT PLANT WATER BALANCE CHART WATER REQUIREMENT AND SEWAGE DISPOSAL DURING CONSTRUCTION PHASE SOLID WASTE GENERATION & MANAGEMENT (CONSTRUCTION & OPERATION PHASE) ENVIRONMENTAL MONITORING AND MANAGEMENT PLAN (EMP) FOR CONSTRUCTION AND OCCUPANCY PHASES RAIN WATER MANAGEMENT PLAN DISASTER MANAGEMENT PLAN FOR PRE-CONSTRUCTION PHASE EMP FOR CONTROL OF DUST AND NOISE DURING CONSTRUCTION PHASE. RISK ASSESSMENT & MANAGEMENT PLAN SOIL INVESTIGATION REPORT TRAFFIC MANAGEMENT MEASURES ENERGY CONSERVATION ASPECTS PROPOSED IN THE PROJECT PROJECT RELATED DRAWINGS AND PLANS

1 - 6

7 - 8

9 - 20

21

22

23 - 26

27 - 38

39 - 40

41

42 - 43

44

45

46

47

48

1

APPENDIX I

(See paragraph – 6)

FORM 1

(I) Basic Information

1 Name of the Project Residential Apartment Project

2 S. No. in the schedule Serial No. 8 (a) of schedule

3 Proposed capacity/area/ length/tonnage to be handles/command area/lease area/number of wells to be drilled

Project: Residential Apartment Project with 1482 flats. Built up area: 1,36,510.52 sq m Plot area: 73,348.25 sq m q m (18 Acres 05 Guntas) Project Investment: Rs. 353 Crores

4 New / Expansion / Modernization New project

5 Existing capacity / Area etc., NA

6 Category of project i.e., `A` or `B` B

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

NO

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

NO

9 Location

Plot/Survey/Khasra No. Survey No. 5/1, 5/2, 7/2, 10/2, 44/2, 44/5,

45/2A, 46 and 47,

Village Manchanahalli Village

Thesil Attibele Hobli, Anekal Taluk

District Bangalore

State Karnataka

10 Nearest railway station/airport along with distance in Kms.

Anekal Railway Station (on South West), Bangalore City Railway Station (on North West) and Kempegowda International Airport Limited (on North) at about 8 Kms, 35 Kms & 65 Kms respectively.

11 Nearest Town, City, District Headquarters along with distance in Kms.

Nearest town – Anekal City & District – Bangalore

12 Village Panchayats, Zilla Parishad, Municipal Corporation, Local body (Complete postal addresses with telephone nos. to be given)

Anekal Planning Authority, Near Indusland Bank, NH44, Terracon Residency, Suryanagar, Bengaluru, Karnataka. Phone: 080 27835122.

13 Name of the applicant M/s. Iconica Projects

14 Registered address M/s. Iconica Projects, 5 AC-510, HRBR Layout 2nd Block, Kalyan Nagar, Outer Ring Road, Bangalore – 560 043.

2

15 Address for correspondence: As above

Name Mr. K L Santhosh

Designation (Owner/Partner/CEO) Head - Operations

Address M/s. Iconica Projects 5 AC-510, HRBR Layout, 2nd Block, Kalyan Nagar, Outer Ring Road, Bangalore – 560 043.

Pin Code 560 043

E – mail [email protected]

Telephone No. 080 46664555

Fax No. -

16 Details of alternative Sites examined, if any. Location of these sites would be shown on a topo sheet.

Village – District – State 1. 2. No alternative sites are examined.

17 Interlined Projects NA

18 Whether separate application of interlinked project has been submitted?

NA

19 If yes, date of submission NA

20 If no, reason Proposed project is Residential Apartment Project

21 Whether the proposal involves approval/clearance under: if yes, details of the same and their status to be given a) The Forest (Conservation) Act 1980? b) The wildlife (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?

None

23 Forest land involved (Hectares) None

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

a) Name of the court b) Case No. c) Orders/directions of the court, if any

and its relevance with the proposed project.

None

Screening Category: The proposed project is under Item 8 (a) as per amended EIA notification September 14th 2006.

Capacity corresponding to sectoral activity (such as production capacity for manufacturing, mining lease area and production capacity for mineral production, area for mineral exploration, length for linear transport infrastructure, generation capacity for power generation etc.,)

3

(ii) Activity: 1. 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.,)

Sl. No.

Information/Checklist confirmation Yes /No

Details thereof (with approximate quantities/rates, wherever possible) with source 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 project is designed in accordance with the bye laws of Anekal Planning Authority and therefore there will not be any permanent or temporary changes in land use, though the proposed project is likely to increase the intensity of land use.

1.2 Clearance of existing land, vegetation and buildings?

Yes The project site is barren, vacant land

1.3 Creation of new land uses? No Creation of new land use from the proposed project is not envisaged as the intended use of the plot is for the Residential Apartment Project.

1.4 Pre-construction investigations e.g. bore houses, soil testing?

Yes Geotechnical investigation report is enclosed as Annexure – L.

1.5 Construction works?

Yes The proposed project mainly involves construction activities. These activities are likely to have certain impact on the surrounding environment in respect of Air, Water, Land etc., The associated impact of construction activity on the above environmental attributes and mitigation measures adopted in the project is appended as Annexure – G.

1.6 Demolition works? No There is no demolition work involved in the proposed project site.

4

1.7 Temporary sites used for construction works or housing of construction workers? (Details of labour camps, Number of labours, Number of toilets, Bath rooms, Medical facilities for labours, safety measures for labours, Nursery for labours children)

Yes About 500 construction workers will be engaged for construction activities.

100 sheds and 75 toilets with bathrooms will be provided for construction workers. Sheds for construction workers will be provided within the project site. Drinking water supply & adequate storage facility will be provided for construction workers. The workers will be provided with first aid facilities apart from personal protective gadgets. Periodic health assessment camps and administration of medicines as and when required will be provided. A small class room with a teacher (crèche) to educate the children of construction worker will be provided.

1.8 Above ground buildings, structures or earthworks including linear structures, cut and fill or excavations (Calculation for earth work estimation)

Yes Both underground and above ground structures are proposed. The proposed project involves Construction of Residential Apartment project. Activity, Area statement and Building Configuration details of the project is detailed in the Comprehensive project report appended as Annexure - A. The proposed project has basement floors and excavation is necessary. The total quantity of earth excavated is about 60,000 cum. The excavated earth will be reused for backfilling (18,000 cum), landscape development (19,000 cum), paved area formation activity (21,000 cum) and Soil cement block preparation (2,000 cum).

1.9 Underground works including mining or tunneling?

No NA

1.10 Reclamation works? No NA

1.11 Dredging? No NA

1.12 Offshore structures? No NA

5

1.13 Production and manufacturing processes? No NA

1.14 Facilities for storage of goods or materials? Yes Temporary sheds will be constructed for storage of construction materials.

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

Yes Liquid waste: The liquid waste from workers camps will be treated in Package STP. Water requirement for the Construction phase is appended as Annexure - E. Sewage Treatment Plant (STP) of total capacity 1000 KLD capacity will be constructed to treat the wastewater generated from the project during occupancy phase. Quantity of wastewater generation and design details of STP is appended as Annexure – C. Solid Waste: Construction Phase: The domestic wastes will be segregated and collected at a common designated place and will be composted. Solid waste like construction debris generated during construction phase of about 500 cum will be used for preparation of sub grades for Roads, pavements and pathways. Occupancy Phase: Collection and segregation at the source of generation and Organic waste will be treated in Organic Converter and the Inorganic waste will be sent for recycling. The solid waste generation detail is appended as Annexure – F.

1.16 Facilities for long term housing of operational workers?

No No long term housing plan for the operational worker is planned in the proposed project as the local population residing in the surrounding areas of the project site will find the employment opportunity for various maintenance needs of the project once it is occupied.

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

No NA

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

No NA

6

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

No NA

1.20 New or diverted transmission lines or pipelines?

No NA

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

No NA

1.22 Stream crossings? No NA

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

Yes The water supply is from Grama Panchyath / Bore well sources.

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

No NA

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

Yes Transport facilities are not proposed as the workers will be provided with sheds to be located within the project site. The impacts due to the movement of vehicle both during construction and occupancy phase is detailed in the Traffic Management studies appended as Annexure – M.

1.26 Long-term dismantling or decommissioning or restoration works?

No NA

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

No NA

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

Yes There will be Influx of population during the construction and occupancy phase as detailed under. Temporarily during construction phase (500 numbers) and permanent during occupancy phase (7410 numbers) are expected.

1.29 Introduction of alien species? No NA

1.30 Loss of native species or genetic diversity? No NA

1.31 Any other actions? No NA

2. 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):

Sl.No Information/checklist confirmation Yes/ No


2.1 Land especially undeveloped or agricultural land (ha)

Yes The proposed project site is converted for residential purposes. The total site area is 18.12 Ares (7.33 Ha).

7

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

Yes The water supply is from Grama Panchayath / bore well source. Total water requirement is about 1012 KLD

2.3 Minerals (MT) No NA

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

Yes Description Unit Quantity

Cement Bags 414500

Steel MT 42000

Sand Cum 125000

Tiles sq m 406000

Stone Aggregate cum 264000

Granite/Marble sq m 112000

Aluminium sq m 115500

Wood cft 184000

2.5 Forests and timber (source– MT) Yes Procured through local timber depots.

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

Yes Power Requirement:

Construction phase:

Temporary power from BESCOM to operate construction machinery and Lighting for workers shed is 250 kVA.

One DG Set of 250 kVA capacity is proposed to serve as backup power supply during power failure.

Occupancy phase:

Anticipated power requirement from BESCOM is 7,500 kVA.

2 X 500 kVA and 1 X 1000 kVA capacity DG sets are proposed, which will serve as backup power supply during power failure.

Fuel Requirement: Construction phase: Low Sulphur content Diesel consumption is 53 L/hr for DG set of 250 kVA capacity.

Occupancy phase: Low Sulphur content Diesel of 105 L/hr and 210 L/hr for each DG set of 500 kVA and 1000 kVA capacity respectively.

2.7 Any other natural resources (use appropriate standard units)

No NA

8

3. 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.

Sl.No Information/Checklist confirmation Yes /No


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

No NA

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

No NA

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

Yes The implementation of the proposed project is beneficial both socially and economically to its local populace, as it creates both long term and short term employment opportunities.

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

No NA

3.5 Any other causes No NA

4. Production of solid wastes during construction or operation or Decommissioning (MT/Month)



4.1 Spoil, overburden or mine wastes No NA

4.2 Municipal waste (domestic and or commercial wastes)

Yes The quantity of solid waste generation and its management during Construction and Occupancy phase is appended as Annexure – F.

4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

Yes Spent oil from DG sets category 5.1. About 500 L/Annum of spent oil is generated which is sent to authorized spent oil reprocessor with manifest as per notification of Hazardous Waste (Management and Handling Rules).

4.4 Other industrial process wastes No NA

4.5 Surplus product No NA

4.6 Sewage sludge or other sludge from effluent treatment

No The secondary dewatered STP sludge is 360 kgs/day and is taken from Plate and Frame Filter Press and used as manure.

9

4.7 Construction or demolition wastes Yes There is no demolition work involved in the proposed project and all efforts will be made to reduce construction waste by adopting modern construction practices such as proportioning and weigh batchers for concreting. Construction debris of about 500 cum is generated which will be used as preparatory materials for road, pavement and sub grade formation within the project site.

4.8 Redundant machinery or equipment No NA

4.9 Contaminated soils or other materials Yes Measures adopted to control soil contamination. 1. Providing collection trays to collect oil dripping from construction machineries if any. 2. Prevention of spillage and leakage of oils if required. 3. Providing kerb stones, lined gutter and oil traps.

4.10 Agricultural wastes No NA

4.11 Other solid wastes No NA

5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)



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

Yes There is no other source of emission from the project other than from stationary sources like DG sets to be installed during occupancy period.

5.2 Emissions from production processes No NA

5.3 Emissions from materials handling including storage or transport

Yes Fugitive dust generation is due to movement of vehicles carrying construction materials. Proposed measures for control of dust & noise during construction phase is appended as Annexure - J.

5.4 Emissions from construction activities including plant and equipment

Yes Fugitive dust during earthwork, concreting, construction material handling. Closed operations for mixing of construction materials will be followed.

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

Yes Fugitive dust due to handling of construction materials. Emission of fugitive dust will be controlled by sprinkling of water and barricading will be provided all around the project site. Details of control of Dust and Noise during construction phase is appended as Annexure – J.

10

5.6 Emissions from incineration of waste No NA

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

No NA

5.8 Emissions from any other sources No NA

6. Generation of Noise and Vibration, and Emissions of Light and Heat:

Sl. No.

Information/Checklist confirmation Yes/No

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

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

Yes Fugitive dust due to handling of construction materials. Emission of fugitive dust will be controlled by sprinkling of water and barricading will be provided all around the project site. Details of control of Dust & Noise during construction phase is appended as Annexure – J.

6.2 From industrial or similar processes No NA

6.3 From construction or demolition No Noise generation due to construction activities will be negligible and barricades will be erected all-round the site. Details of control of Noise during construction phase are appended as Annexure – J. However there is certain increase in ambient noise level during construction activities which will be reduced by under taking periodic preventive maintenance of construction materials and restricting and reducing the speed of vehicle operated for the movements of construction materials. All appropriate measure as detailed for 6.1 above is applicable.

6.4 From blasting or piling No NA

6.5 From construction or operational traffic

Yes Construction phase: Vehicles carrying construction materials Occupancy phase: Vehicular movement by the occupants. The details of mitigation measure planned to reduce the noise level is appended as Annexure - G.

6.6 From lighting or cooling systems No NA

6.7 From any other sources No NA

11

7.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:

Sl.

No.



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

Yes Appropriate management measures to prevent contamination of land, water are detailed in Annexure - G under water and land environment. Disaster management plan for Pre construction phase is appended as Annexure – I.

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

Yes The total quantity of wastewater generated from the proposed project is about 912 KLD. The treated sewage from the project will be used for landscape development and toilet flushing. Water Balance Chart is appended as Annexure – D.

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

No NA

7.4 From any other sources No NA

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

No NA

8. Risk of accidents during construction or operation of the Project, which could affect human health or

the environment

Sl. No.



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

No NA

8.2 From any other causes No No major risk from the project is anticipated. Risk Assessment & Management Plan for the project is appended as Annexure – K

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

No NA

12

9. 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 activities in the locality.

Sl. No



9.1 L 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 wastewater treatment, etc.)

• housing development

• extractive industries • supply industries

• other

Yes Yes Yes No No No

Net Positive Impact in terms of overall development of the Area is expected from the project. Direct & Indirect Employment opportunities are also created due to development of this project. New business opportunities are expected to cater the daily needs of the residents of the project. Residential Apartment project with 1482 flats

9.2 Lead to after-use of the site, which could have an impact on the environment

No NA

9.3 Set a precedent for later developments Yes The project development is likely to set precedence to other likely developments in the surrounding area.

9.4 Have cumulative effects due to proximity to other existing or planned projects with similar effects

No NA

13

(II) Environmental Sensitivity:

Sl.

No.

Areas Name/

Identity

Aerial distance (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 value

No NA

2 Areas which are important or sensitive for

ecological reasons - Wetlands, watercourses other

water bodies, coastal zone, biospheres,

mountains, and forests.

Yes Manchanahalli Lake is located

adjacent to the site (North East

direction), Manchanalli katte is at

about 0.6 Km (South West),

Manchanahalli dodda katte is at

about 0.8 Km (South direction),

Arehalli Lake is at about 1.1 Km

(South East Direction), and

Krishnasagara lake is at about 1.3

Km (North direction) from the project

site.

3 Areas used by protected, important or sensitive

species of flora or fauna for breeding, nesting,

foraging, resting, over wintering, migration

No NA

4 Inland, coastal, marine or underground waters No NA

5 State, National boundaries Yes Site is located at about 3.0 Km from

Tamil nadu border (on East

direction)

6 Routes or facilities used by the public for access

to recreation or other tourist, pilgrim areas

No NA

7 Defense installations No NA

8 Densely populated or built-up area No NA

9 Areas occupied by sensitive man-made land uses

(hospitals, schools, places of worship, community

facilities)

No NA

10 Areas containing important, high quality or scarce

resources(ground water resources, surface

resources, forestry, agriculture, fisheries, tourism,

minerals)

No NA

11 Areas already subjected to pollution or

environmental damage. (those where existing legal

environmental standards are exceeded)

No NA

14

12 Areas susceptible to natural hazard which could

cause the project to present environmental

problem (earthquakes, subsidence, landslides,

erosion, flooding or extreme or adverse climatic

conditions)

No NA

“I hereby give undertaking that the data and information given in the application and enclosures are true to the best of my knowledge and belief and I am aware that if any part of the data and information submitted is found to be false or misleading at any stage, the Project will be rejected and clearance given, if any to the project will be revoked at our risk and cost.

Date: 03.2.2017 Sd/- Place: Bangalore K L SANTHOSH,

Head - Operations , M/s ICONICA PROJECTS,

5 AC-510, HRBR Layout, 2nd Block, Kalyan Nagar,


15

APPENDIX II

(See paragraph 6) FORM-1 A

(Only for construction projects listed under item 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 program)

1. LAND ENVIRONMENT

(Attach panoramic view of the project site and the vicinity)

1.1 Will the existing land use get significantly altered from the project that is not consistent with the surroundings? (Proposed land use must conform to the approved Master Plan / Development Plan of the area. Change of land use if any and the statutory approval from the competent authority be submitted)

Attach Maps of

(i) site location (Google Image showing the project site location with surrounding details is enclosed)

(ii) surrounding features of the proposed site (within 500 meters)

(iii) The site (indicating levels & contours) to appropriate scales. If not available attach only conceptual plans.

The existing land use does not get altered significantly as the project surroundings have Residential layouts, Apartments and areas with rural settings.

Surrounding Features:

Google, Location map of the project site is enclosed as Annexure - O.

Land Availability & Land use Pattern: The total plot area of the project is 73,348.25 sq m q m (18 Acres 05 Guntas)

Land Use Pattern: The land around the project site indicates a mixed land use pattern; there are Residential Layout, Residential Apartments and areas with rural settings. The site is surrounded by villages like Manchanahalli (South direction at 0.70 Km), Arehalli (South east at 1.5 Km), Madivala (South West at 3.0 Km), Attibele (North East at 2.0 Km), Vaddarapalya (North West at 1.8 Km), Harohalli (South at 2.0 Km) etc.,

Transportation: The project site is located on Manchanahalli road and off Bangalore – Hosur Highway (NH – 7, about 1.8 Km from highway towards South and manchanahalli). Site is located at about 2.0 Km from Attibele Junction (South West)

16

The project site is at a distance of 8 Kms from Anekal Railway station, 35 Kms from Bangalore City Railway Station, 65 Kms from Kempegowda International Airport Limited.

Agricultural Land: Agricultural activities are seen in the surroundings villages like Manchanahalli, Arehalli, Madivala, Attibele, Vaddarapalya, Harohalli etc.,

Forest: Bannerughatta National Park at a distance of about 12 Kms from project site.

Water Bodies: Manchanahalli Lake is located adjacent to the site (North East direction), Manchanalli katte is at about 0.6 Km (South West), Manchanahalli dodda katte is at about 0.8 Km (South direction), Arehalli Lake is at about 1.1 Km (South East Direction), and Krishnasagara lake is at about 1.3 Km (North direction) from the project site.

1.2 List out all the major project requirements in terms of the Total Plot Area Built up area, Water consumption, Power requirement, connectivity, community facilities, Parking needs etc.,

73,348.25 sq m q m (18 Acres 05 Guntas) 1,36,510.52 sq m 1012 KLD The power required for the proposed project will be supplied by BESCOM which is about 7,500 kVA. The project site is located on Manchanahalli road and off Bangalore – Hosur Highway (NH – 7, about 1.8 Km from highway towards South and manchanahalli). Site is located at about 2.0 Km from Attibele Junction (South West) Total parking provided: 1238 Cars Parking details & drawing is appended as Annexure – O

17

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 land use, disturbance to the local ecology).

No ecological disturbance is anticipated.

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).

Geotechnical Investigation report of the project site is enclosed as Annexure – L.

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 The survey/contour map of the project site is appended as Annexure – O.

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 proposed project has basement floors and excavation is necessary. The total quantity of earth excavated is about 60,000 cum. The excavated earth will be reused for backfilling (18,000 cum), landscape development (19,000 cum), paved area formation activity (21,000 cum) and Soil cement block preparation (2,000 cum).

1.7 Give details regarding water supply, waste handling etc., during the construction period.

Sewage generated from construction workers camp will be treated in Package STP.

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)

No

1.9 Whether construction debris & waste during construction cause health hazard?

(Give quantities of various types of wastes generated during construction including the construction labour and the means of disposal)

Construction debris 500 cum will be used for road formation activities in the project site. The details of solid wastes generated by the construction workers is appended as Annexure – F.

2. WATER ENVIRONMENT:

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.

Domestic water requirement is 1012 KLD which will be supplied from Grama Panchayath / Bore well sources. The details of source of water supply and basis of calculations is appended as Annexure - B.

18

The water balance chart is appended as Annexure – D.

2.2 What is the capacity (dependable flow or yield) of the proposed source of water?

Details are applicable as above.

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)

The expected domestic water requirement is 1012 KLD and will be augmented through Panchayath / Bore well sources.

2.4 How much of the water requirement can be met from the recycling of treated wastewater?

(Give the details of quantities, sources and usage)

The proposed project envisages the utility of treated sewage for recycling purposes by way of using it for flushing of toilets and gardening.

The total quantity of treated sewage available in the project is 912 KLD Toilet Flushing (Recycled): 337 KLD

Water balance chart Furnished as Annexure – D

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

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 Raw sewage generated from the proposed activity will be treated to tertiary level and the residual organics in the treated wastewater will be practically nil, the treated sewage will be reused, therefore incremental pollution load is not anticipated.

Details of wastewater quality and quantity and design details of STP (1000 KLD capacity) and flow chart is appended as Annexure – C.

2.7 Give details of the water requirements met from water harvesting? Furnish details of the facilities created.

Roof top rain Water Harvesting is proposed in the project. Details furnished as Annexure – H

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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?

Adequate and optimal internal storm water drains are created to handle the internal runoff and convey it to external drains.

The detailed drawing for internal storm water management is appended as Annexure – O.

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)

As the ground water potential is likely to increase due to ground water recharging. The groundwater recharging scheme is planned in the project.

Storm water Management drawing is enclosed as Annexure – O.

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)

Runoff contamination from the proposed project is reduced by providing lined gutter for carrying runoff from construction areas and Kerb Stones and bunds to prevent Runoff Contamination.

Preventing the mixing of storm water runoff and sewage from labour camps.

Use of leak proof containers for storage of oil to avoid contamination of runoff.

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)

The storm water is channalised through storm water drains to finally join ground water recharge pits and the excess Storm Water free from runoff Contamination will be let to External Drains.

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)

Sewage generated from the construction workers camp will be treated in package STP.

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)

Sewage Treatment Plant is proposed for treatment of domestic sewage from the project and the quantity of wastewater, design details with unit capacity and technology adopted with disposal options is appended as Annexure – C.

2.14 Give details of dual plumbing system if treated waste used is used for flushing of toilets or any other use.

Dual piping system is proposed to reduce the fresh water consumption.

20

3. VEGETATION

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)

No

3.2 Will the construction involve extensive clearing or modification of vegetation?

(Provide a detailed account of the trees & vegetation affected by the project)

The project site is barren, vacant land.

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)

An area of about 18537.72 sq m is left for development of landscape. The Ground Coverage area is about 7800.15 sq m The Paved area is 26169.43 sq m The Land use pattern scheme of the proposed project is detailed in the Comprehensive Project report appended as Annexure – A

Drawing showing the details of Landscaping and other features is appended as Annexure – O

4. FAUNA

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.

No

4.2 Any direct or indirect impacts on the avifauna of the area? Provide details.

No

4.3 Prescribe measures such as corridors, fish ladders etc to mitigate adverse impacts on fauna

No

5. AIR ENVIRONMENT

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)

DG sets are the only air pollution source of the project.

The DG sets will be provided with adequate stack height to disperse the emissions into the atmosphere.

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.

NA

21

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 parking facilities are proposed to be provided as per the local building by law.

The parking plan showing the entry & exit to the project site with traffic management is enclosed as Annexure - O.

Traffic management study and measures is appended as Annexure – M.

5.4 Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc., with areas under each category.

Site plan with roads, pedestrian pathways and paved areas of the project is enclosed as Annexure – O

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.

Details of noise mitigation measure proposed is appended as Annexure – G

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.

The DG sets will be provided with acoustic enclosures to reduce the noise level < 55 dB

6. AESTHETICS:

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?

NA

6.2 Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account?

The land around the project site indicates a mixed land use pattern; there are Residential Layout, Residential Apartments and areas with rural settings. The site is surrounded by villages like Manchanahalli (South direction at 0.70 Km), Arehalli (South east at 1.5 Km), Madivala (South West at 3.0 Km), Attibele (North East at 2.0 Km), Vaddarapalya (North West at 1.8 Km), Harohalli (South at 2.0 Km) etc.,

6.3 Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out.

The local byelaw of Anekal Planning Authority is considered in designing the project.

6.4 Are there any anthropological or archaeological sites or artifacts nearby? State if any other significant features in the vicinity of the proposed site have been considered.

No

22

7. SOCIO-ECONOMIC ASPECTS

7.1 Will the proposal result in any changes to the demographic structure of local population? Provide the details.

Once the project is completed approximately about 10604 people are expected in the building.

7.2 Give details of the existing social infrastructure around the proposed project.

Surrounded by Residential Layout, Residential Apartments and areas with rural settings. The site is surrounded by villages like Manchanahalli (South direction at 0.70 Km), Arehalli (South east at 1.5 Km), Madivala (South West at 3.0 Km), Attibele (North East at 2.0 Km), Vaddarapalya (North West at 1.8 Km), Harohalli (South at 2.0 Km) etc.,

7.3 Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed?

NA

8. BUILDING MATERIALS

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 proposed project construction materials are selected to conform the building energy efficiency norms and as well as Energy Conservation Building Code Guidelines

The following measures are taken to for conserving the energy

1. Solar powered street lighting for common areas.

2. CFL bulbs, lights and fixtures for common areas

3. Proper sizing of cables with less voltage drop so that losses in cables can be minimized

4. Optimal pumping of water using water level controllers, switching on/off of street lights with photo cell /time switch.

5. Procuring graded electrical appliances which helps in high energy conservations.

6. Timer control for external lighting

7. LED type street lighting fixtures instead of high power sodium vapor light fixture.

23

8.2 Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts?

Details appended as Annexure – G

8.3 Are recycled materials used in roads and structures?

State the extent of savings achieved?

The construction waste and debris (500 cum) from the project will be used in road and pavement formation

8.4 Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project.

The solid Wastes generated are segregated at its point of generation, collected and stored at a common designated place and Organic solid waste will be treated in an organic converter and product will be used as manure for Landscape. The inorganic solid waste is proposed to be recycled.

The details of quantity of solid waste generated is appended as Annexure – F

9. ENERGY CONSERVATION

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 power required for the project is about 7,500 kVA and will supply from BESCOM.

Yes, Energy conservation methods are adopted. Non Conventional Sources of Energy with Solar Street Lighting and Solar Hot Water Generation.

Terrace floor plan showing the location of solar panels and tanks is appended as Annexure – O.

9.2 What type of, and capacity of, power back-up to you plan to provide?

The proposed project will be provided with 2 X 500 kVA and 1 X 1000 kVA capacity DG sets, which will serve as backup power supply during power failure.

Fuel Requirement: Low Sulphur content Diesel of 105 L/hr and 210 L/hr for each DG set of 500 kVA and 1000 kVA capacity respectively.

9.3 What are the characteristics of the glass you plan to use?

Low emission and low solar heat gain Single glazed with aluminum frame are proposed to be used for windows etc.,

24

Provide specifications of its characteristics related to both short wave and long wave radiation?

U = 5.7 W/m2 0C < 6.922W/m2 0C

SHGC = 0.4

9.4 What passive solar architectural features are being used in the building?

Illustrate the applications made in the proposed project.

Passive solar architectural features are considered while designing the buildings in respect of orientation of building thermal insulation aspects for wall with fenestration & roof is considered as per ECBC 2007 Guidelines viz., Balconies, Projections, Recessed window etc.,

9.5 Does the layout of streets & buildings maximize 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.

Yes

Solar hot water facilities and Solar panels for Street lighting are proposed to be adopted.

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?

As per ECBC Guidelines the thermal transmittance (U) value = 0.409 W/m2-0C for roofs

9.7 Do the structures use energy-efficient space conditioning, lighting and mechanical systems? Provide technical details.

Provide details of the transformers and motor efficiencies, lighting intensity and air-conditioning load assumptions?

Are you using CFC and HCFC free chillers? Provide specifications.

Yes, Passive solar architectural features are considered while designing the project in respect of orientation of building with natural light and ventilation

The Low loss energy efficient transformers, CFL’s, Ballasts, variable frequency drives for motors for low power consumption are proposed.

Variable frequency drive is used for motor and pumps in order to reduce the energy consumption.

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?

None

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.

For Roof

U – 0.34 W/m2-0C < 0.409 W/m2-0C

For Walls:

U-Value = 0.42 W/m2 0C < 0.431 W /m2 0C

25

For Vertical Fenestration

U-Value = 5.7 W /m2 0C < 6.922 W/m2 0C and Max. SHGC : 0.40

9.10 What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans.

The building is designed in compliance with fire and safety norms and the NOC is obtained from Fire Fighting Department. Static Fire water tank as per the regulations is proposed, Wet risers and sprinklers provided as per the Fire Fighting Norms.

9.11 If you are using glass as wall material provides details and specifications including emissive and thermal characteristics.

Low E glasses are considered and as per the details furnished above.

9.12 What is the rate of air infiltration into the building? Provide details of how you are mitigating the effects of infiltration.

NA

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 hot water facilities and Solar Street lighting system are proposed.

10. Environment Management Plan:

10.1 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.

Wet risers/down riser, fire alarm system, automatic sprinklers system, and portable fire extinguishers are proposed in case of fire accidents.

Details of mitigation measures to minimize adverse environmental impacts during construction and operation phase of the project is appended in Environmental Monitoring plan is enclosed as Annexure – G.

M/s. Iconica Projects “Residential Development”

1 PROJECT REPORT

Annexure & Details to Application in Form 1 and Form 1A


2 PROJECT REPORT

ANNEXURE – A

COMPREHENSIVE PROJECT REPORT

PROJECT AT GLANCE

PROPOSED PROJECT Residential Apartment with 1,482 flats

LOCATION Survey No. 5/1, 5/2, 7/2, 10/2, 44/2, 44/5, 45/2A, 46 and 47,

Manchanahalli Village, Attibele Hobli, Anekal Taluk,

Bangalore.

TOTAL PLOT AREA 73,348.25 sq m q m (18 Acres 05 Guntas)

TOTAL BUILT UP AREA 1,36,510.52 sq m

TOTAL COST OF PROJECT Rs. 353,00,00,000/-

(Rupees Three Hundred and Fifty Three Crores Only)

NO. OF FLOORS PROPOSED Proposed project comprises of

Building 1 and 2 with 13 Towers (Tower 1 to 7 in

Building 1 and Tower 8 to 13 in Building 2). All towers

comprise of 2 Basements, Ground and 14 Upper Floors

Club house with Ground and 1 floor

CAR PARKING DETAILS Total No. of parking space proposed is 1238 Cars

WATER SUPPLY Water supply is from Gram Pancahyath / Bore Well sources.

PROPOSED SANITATION Under Ground Sanitary System Facility for conveying the

wastewater to the Proposed Sewage Treatment Plant.

SOLID WASTE MANAGEMENT Collection and Segregation at source of generation and the

Organic waste will be treated in Organic Converter and the

Inorganic Waste will be sent for recycling.

AIR POLLUTION/ NOISE

GENERATION SOURCE

2 X 500 and 1 X 1000 kVA capacity DG sets with acoustics are

proposed to be provided with adequate stack height.


3 PROJECT REPORT

BACKGROUND OF THE PROPOSED APARTMENT PROJECT:

M/s Iconica Projects, 5 AC-510, HRBR Layout, 2nd Block, Kalyan Nagar, Outer Ring Road, Bangalore – 560

043 intend to develop Residential Apartment project consisting of 1482 flats at Survey No. 5/1, 5/2, 7/2, 10/2,

44/2, 44/5, 45/2A, 46 and 47, Manchanahalli Village, Attibele Hobli, Anekal Taluk, Bangalore. The project is

designed in accordance with the bye laws of Anekal Planning Authority.

LAND USE PATTERN FOR THE PROPOSED PROJECT:

No. Particulars Area in sq m Area in Acres Percentage

1 Total Plot area 73348.25 18.12 -

2 Area left for road

Master plan road

Proposed road

2956.47

584.47

0.73

0.14

-

-

3 Area left as Future Development 13632.39 3.36 -

4 Net Plot Area considered for

development

56174.92 13.88 100

5 Ground Coverage area 7800.15 1.92 13.88

6 Paved area 26169.43 6.46 46.58

7 Civic Amenities 3667.62 0.90 6.52

8 Landscape area 18537.72 4.58 33.00

CAR PARKING STATEMENT:

No. Description Floor Car Parking Proposed

1 Building 1 & 2 Basement 1 (Upper) 525

2 Building 1 & 2 Basement 2 356

3 Building 1 Ground / Stilt level 12

6 Surface parking 345

7 Total 1238 parking spaces


4 PROJECT REPORT

AREA STATEMENT FOR THE PROPOSED PROJECT:

a. Area statement for Residential Apartment (Including Club House):

Sl. No.

Description Building 1 (Tower 1 to 7)

Building 2 (Tower 8 to 13) & Club

House

Total (Building 1 & 2, Tower 1 to 13)

Built up Area in sq m

Units Built up Area in sq m

Units Built up Area in sq m

Units

1 Basement 1 20493.54 (Combined basement) 20493.54 -

2 Basement 2 12690.29 (Combined basement) 12690.29 -

3 G Floor 3331.50 40 3640.58 42 7800.15 82

4 1st Floor 3132.03 52 3433.69 48 7177.99 100

5 2nd Floor 3211.73 52 3514.35 48 6797.44 100

6 3rd Floor 3211.73 52 3514.35 48 6726.08 100

7 4th Floor 3211.73 52 3514.35 48 6726.08 100

9 5th Floor 3211.73 52 3514.35 48 6726.08 100

10 6th Floor 3211.73 52 3514.35 48 6726.08 100

11 7th Floor 3211.73 52 3514.35 48 6726.08 100

12 8th Floor 3211.73 52 3514.35 48 6726.08 100

14 9th Floor 3211.73 52 3514.35 48 6726.08 100

15 10th Floor 3211.73 52 3514.35 48 6726.08 100

16 11th Floor 3211.73 52 3514.35 48 6726.08 100

17 12th Floor 3211.73 52 3514.35 48 6726.08 100

18 13th Floor 3211.73 52 3514.35 48 6726.08 100

19 14th Floor 3211.73 52 3514.35 48 6726.08 100

20 Terrace 427.51 Utilities 410.64 Utilities 838.15 Utilities

21 Total 48643.53 768 53171.46 717 136510.52 1482

b. Area Statement of Club House:

Sl. No. Description Area in sq m

1 Ground Floor 828.07

2 First Floor 612.27

3 Terrace Floor 71.36

4 Total 1511.70


5 PROJECT REPORT

SUMMARY OF AREA STATEMENT AND BUILDING CONFIGURATION:

Sl. No.

Description Building Configuration

Number of towers

Built up area in sq m

Number of flats

1 Basement (Building 1 & 2)

NA NA 33183.83 NA

2 Building 1 2 B + G + 14 Floors 7 Towers 48643.53 768

3 Building 2 2 B + G + 14 Floors 6 Towers 53171.46 714

4 Club House (located in building 2)

G + 1 Floor 1 Tower 1511.70 NA

5 Total NA 14 Towers 136510.52 1482

AIR POLLUTION SOURCES & ITS MANAGEMENT: The anticipated power required for the project (about 7500 kVA) will be supplied from BESCOM. The primary

sources of air pollution from the establishment are from the operation of diesel generator sets. The project

will be provided with DG set of following capacity and is installed to serve as an alternative back up source

of power supply in the event of breakdown of power supply BESCOM. The details of capacities & fuel

consumption for the DG sets are given below.

Air Pollution Sources for the Proposed Project: Sl. No Stack Details Stack Attached to

Physical Details D.G Sets

1 Capacity 2 X 500 and 1 X 1000 kVA

2 Fuel quantity 105 L/hr and 210 L/hr for each DG set of 500 kVA and 1000 kVA capacity respectively.

3 Fuel used Ultra Pure Low Sulphur Content Diesel

4 Stack height Chimneys (Above roof level) of 5 m and 8 m respectively for 500 kVA and 1000 kVA respectively

5 Stack diameter 80 mm

Emission Details

1 Sulphur dioxide 500 kVA: 0.03333 g/s for each DG set 1000 kVA: 0.57778 g/s for each DG set

2 Suspended Particulate Matter (SPM)

500 kVA: 0.03333 g/s for each DG set 1000 kVA: 0.06667 g/s for each DG set

3 Oxides of Nitrogen 500 kVA: 1.02222 g/s for each DG set 1000 kVA: 2.04444 g/s for each DG set


6 PROJECT REPORT

NOISE GENERATION SOURCES:

Major noise producing sources of the residential apartment is expected to be from DG set, Vehicular

movements from and to the proposed project. The DG sets are provided with acoustic enclosures to control

the noise levels in such a way that the noise levels are within the permissible limits specified for ambient

noise levels. More over the DG sets are operated only during the emergencies when there is power failure.

PROJECTED COST OF THE PROJECT:

The total projected cost of the proposed project is presented as below:

Sl. No.

Particulars Cost in Rupees

1. Land Cost @ Rs. 750/sft Rs. 59,19,20,377/-

2. Construction Cost @ rate of Rs. 2,000/sft of built up area

Rs. 2,93,77,06,390/-

TOTAL

Rs.3,52,96,26,769/- Or say

Rs. 3,53,00,00,000/-

Rupees Three Hundred and Fifty Three Crores Only


7 PROJECT REPORT

ANNEXURE: B

SOURCE OF WATER FOR THE PROPOSED PROJECT:

The most important aspect under the water supply scheme is the selection of source of Water, which should

be reliable and potable. The water required for the project will be supply from Gram Pancahyath / Bore Well

sources.

DETAILS OF WATER CONSUMPTION OF THE PROJECT:

The project being mixed use development project, water demand is for domestic purpose, public uses and

firefighting purposes. It includes the quantity of water required for drinking, bathing, cooking, washing etc.,

The quantity of water required for domestic purposes depends on the habits, social status, climatic conditions

and customs of the people. In India on an average the domestic water consumption under normal conditions

for Residential development is 135 litres/capita/day (LPCD). The details of domestic consumption for

Residential Development is as follows:

Sl. No.

Utility Consumption in Litres per capita per day

1 Drinking 5

2 Bathing 20

3 Cooking 5

4 Washing of clothes

40 5 Utensils washing

6 Washing of floor

7 Flushing of Toilets 45

8 Others 20

Total 135

The anticipated water demand is worked out by taking into consideration that the project is fully developed.


8 PROJECT REPORT

WATER CONSUMPTION OF THE PROPOSED PROJECT:

1 Water requirement for Residential Apartment:

- Description Number of flats Contributing population* Water requirement**

1.1 Building 1 768 3,840 persons 5,18,400 L/day or say 519 KLD

1.2 Building 2 714 3,570 persons 4,81,950 L/day or say 482 KLD

1.3 Total 1482 7,410 persons 1,001 KLD

1.4 Note: * - considering 5 person per flats

** - considering water demand of 135 LPCD

2 Club House:

2.1 Water requirement for Club House:

Built up area: 1,534.60 sq m

Considering 1 person for every 10 sq m of built up area

Contributing population: 153.46 or say 154 persons

Water requirement at the rate of 70 LPCD

Water requirement of the activity: 154 X 70 = 10,780 L/day or say 11 KLD ---- (B)

3 Total water requirement of Project: (A) + (B)

= 1001 + 11

= 1012 KLD

WATER DISTRIBUTION SYSTEM:

The proposed water supply scheme to cater to the public and domestic water requirement of the proposed

project consists of sourcing pre-treated potable water from Public supply into a common collection facility

known as the Raw Water Sump. The Raw Water Sump will be constructed in RCC. The water from the UG

sump will be pumped to overhead tank. The OHTs are staged on terrace depending on the contour of its

distribution network.


9 PROJECT REPORT

ANNEXURE: C

1. SEWAGE GENERATION AND DISPOSAL SYSTEM:

Wastes of different type such as spent water from bath rooms, water closets/pans, house and street

washings, semi liquid waste of human excreta, dry refuse of house and street sweepings, broken furniture,

crockery etc., are produced daily. If proper arrangement for collection treatment and disposal of all the wastes

produced are not made, unsanitary conditions will develop and it will become impossible for the public to live.

Therefore, it is most essential to collect, treat and dispose all the sanitary waste produced. Generally, it has

been observed that about 90 % of the water supplied comes out as sewage. Therefore, the total quantity of

wastewater generated from the proposed project is worked out as below.

Sl. No.

Particulars Water requirement Wastewater generated * Capacity of STP

1 Building 1 519 KLD 467.10 or say 468 KLD 500 KLD

2 Building 2 482 KLD 433.80 or say 434 KLD 500 KLD

3 Club House 11 KLD 9.9 or say 10 KLD Treated in Building 2 STP

4 Total 1,012 KLD 912 KLD 1000 KLD

(* Assuming wastewater generation to be about 90% of the total water supplied)

Domestic wastewater generated from the proposed project will be conveyed to Sewage Treatment Plant of

capacity total capacity 1000 KLD for treatment and disposal.

2. TREATED SEWAGE DISPOSAL:

a. Toilet Flushing:

Sl No

Description Flushing water

required (LPCD) Total number of

occupants Total flushing water

requirement

1 Building 1 45 3,840 persons 1,72,800 L/day or say 173 KLD

2 Building 2 45 3,570 persons 1,60,650 L/day or say 161 KLD

3 Club House 20 154 persons 3,080 L/day or say 03 KLD

4 Total - 7564 persons 337 KLD


10 PROJECT REPORT

b. Gardening:

Treated water used for gardening at the rate of 5 L/sq m/day

Area available for landscape development: 18537.72 sq m

Total water used for landscape development is 18537.72 X 5

= 92688.6 or say 93,000 L/day or say 93 KLD

c. Treated sewage of 267 KLD will be recycled for domestic purposes after advanced treatment.

d. Excess treated sewage of 215 KLD will be used for car washing, road washing, watering avenue

plantation / used for other construction projects.

3. DESING BRIEF OF SEWAGE TREATMENT PLANT:

TREATMENT METHODOLOGY ADOPTED:

The Sequencing batch reactor (SBR) process is a sequential suspended growth (activated sludge) process

in which all major steps occur in the same tank in sequential order (figure 1). There are two major

classifications of SBRs: the intermittent flow (IF) or “true batch reactor”, which employees all the steps in

figure 1, and the continuous flow (CF) system, which does not follow these steps.

Both have been used successfully worldwide installations. SBRs can be designed and operated to enhance

removal of nitrogen, phosphorus, and ammonia, in addition to removing TSS and BOD. The intermittent flow

SBR accepts influent only at specified intervals and, in general, follows the five-step sequence. There are

usually two IF units in parallel. Because this system is closed to influent flow during the treatment cycle, two

units may be operated in parallel, with one unit open for intake while the other runs through the remainder of

the cycles. In the continuous inflow SBR, influent flows continuously during all phases of the treatment cycle.

To reduce short circuiting, a partition is normally added to the tank to separate the turbulent aeration zone

from the quiescent area.


11 PROJECT REPORT

1. Bar Screen:

The sewage is screened before treatment using mild steel grate bars. Any solid particles thus screened off

will be manually removed periodically and disposed. This process helps to avoid clogging of pumps in further

treatment.

2. Collection cum equalization:

The wastewater from apartment will be collected in this collection sump for equalization. The equalized

wastewater is passed into an aeration tank. Further, to keep the wastewater in this tank fresh and to get

uniformity, the contents in this sump are aerated by means of coarse membrane diffuser, which is fed by a

common blower.

3. Sequencing Batch Reactor Process:

The operating principles of a batch activated sludge process, or SBR, are characterized in six discrete

periods:

1. Anoxic fill

2. Aerated Fill

3. React

4. Settle

5. Decant

6. Idle


12 PROJECT REPORT

Anoxic Fill:

The influent wastewater is distributed throughout the settled to provide good contact between the

microorganisms and the substrate. Most of this period occurs without aeration to create an environment that

favors the procreation of microorganisms with good settling characteristics. Aeration begins at the beginning

of this period.

Settle Aerated Fill:

Mixed liquor is mixed with the influent flow in the motive liquid pump, and discharged, as motive liquid. This

initiates the feast period. Feast is when the microorganisms have been in contact with the substrate and a

large amount of oxygen is provided to facilitate the substrate consumption. Nitrification and denitrification

occurs at the beginning of this stage.

React:

During this period aeration continues until complete biodegradation of BOD is achieved. After the substrate

is consumed famine stage starts. During this stage some microorganisms will die because of the lack of food

and will help reduce the volume of the settling sludge. The length of the aeration period determines the

degree of BOD consumption. Aeration is discontinued at this stage and solids separation takes place leaving

clear, treated water above the sludge blanket. During this clarifying period no liquids should enter or leave

the tank to avoid turbulence in the supernatant.

Decant:

This period is characterized by the withdrawal of treated effluent from approximately two feet below the

surface of the mixed liquor by the floating solids excluding decanter. This removal must be done without

disturbing the settled sludge.

Idle:

The time in this stage can be used to waste sludge. The wasted sludge is pumped to Sludge holding tank to

reduce the volume of the sludge to be discarded. The frequency of sludge wasting ranges between once

each cycle to once every two to three months depending upon sludge volume index.


13 PROJECT REPORT

4. Filter press:

The excess sludge from sludge conditioning tank will be pumped to filter press, where it is subsequently

dewatered mechanically. This dewatered sludge can be used as solid manure for agriculture and gardening.

5. Tertiary Treatment:

The treated water stored in the decant Water Tank will be pumped through Pressure sand Filter and Activated

Carbon Filter where the turbidity and residual BOD present will be completely minimized. The treated water

is then collected in the final collection tank. Before reaching this tank, chlorine solution is dosed in to this

water stream, with the help of a Dosing pump, to disinfect as well as to digest any residual organic matters.

The treated water so collected shall be pumped and used for gardening and irrigation. Also, the same water

shall be used for back washing of filters. The back wash drain, filter rinse drain and the decanted water shall

be pumped/drained back to the equalization tank. Low as 10 mg/L with tertiary treatment.

QUALITY OF DOMESTIC SEWAGE BEFORE & AFTER TREATMENT:

The quality Raw Domestic Sewage & treated sewage after the treatment as per the Standards stipulated by

KSPCB are as appended below:

The outfall sewer main from the last manholes, will be let into a screening chamber by gravity flow. Large

solids particles shall be intercepted by a fine screen. The screen shall be manually cleaned with suitable rake

arrangement at periodic intervals.

The sewage after screening is collected in a equalization tank for smoothing out peak flows. This sump is

sized to accommodate peaks, as well as breakdown buffer. The provision of air shall be kept in this tank to

break the solids in suspension and homogenize the sewage.

Sl.

No.

Parameter Quality Of Raw

Sewage

Quality Of Treated Sewage as

per KSPCB

1 pH 6 – 8 6 – 9

2 BOD5, mg/L 250 ≤10

3 Turbidity, NTU 100 ≤ 2

4 E. coli --- Nil

5 Residual Cl2, mg/l --- 1 to 1.5


14 PROJECT REPORT

The homogenized effluent is then pumped into the SBR Reactor. The air shall be provided through an air

diffusion system to ensure equal distribution of air in the reactor.

The overflow from the SBR reactor is passed through a settler, and collected in Clarified Tank by gravity,

from where it is pumped to a pressure sand filter, which is capable of removing finely divided colloidal

particles. An activated carbon filter will remove all traces of color and odor, so that treated water shall be

used for gardening.

Filter backwash and sludge filtrate, would be taken back into the collection sump. Sludge generated in the

settler will be de-watered in a sludge filter press and bagged for removal. This sludge will be used as organic

manure.

Treated water will be passed to softening system. After softening water will be used for flushing, gardening

etc.,.

DESIGN DETAILS FOR 500 KLD CAPACITY STP:

1 BAR SCREEN: * Size of the unit : 1.0 m x 1.5 m x 1.0 m *Function : To separate coarse matter from the Raw Sewage 2. OIL AND GREASE SEPARATOR:

* Flow rate : 500 m3/day = 20.83 m3/hr * Detention time provided : 30 minutes * Volume of oil separation tank required : 10.42 m3 * Let the depth of the unit be : 1.2 m

* Therefore area of oil Separator required : 8.68 m2 * Let the width of the unit b : 1.0 m * Size of unit proposed : 2.95 m x 1.0 m x 1.2 m SWD * Function : To separate oil & grease from raw sewage

3. EQUALISATION TANK: OBJECTIVE: To equalize the flow and pollutant concentration. Generally, 6 - 8 hrs Hydraulic retention time is given for equalization tank. Provide one no. Equalization tank of 8 hrs hydraulic retention. Q max = 500 m3/day

Average flow rate = 20.83 m3/hr Tank volume required = 20.83 x 8 = 166.64 m3 Size of the unit = 6.9 m x 6.9 m x 3.5 m SWD Average BOD of sewage at the inlet of the Pre-aeration tank. : 300 mg/lit. Total organic load with 20 % BOD reduction considered : 60 mg/lit.


15 PROJECT REPORT

Quantity of BOD to be removed = ( 60 x 500 )/1000 = 30 kg/day Total oxygen required assuming 2 Kg of O2/kg of BOD Removed : 30 x 2 = 60 Kg/day. Air required for pre aeration : 94.48 m3/hr.

4. RAW SEWAGE PUMP: Volume of sewage : 500 m3 / day ~ 62.5 m3/hr 5. SBR TANK: OBJECTIVE: To oxidize the organic content in the influent and to avoid any objectionable odor. As chemical not used in the process is biological in nature, the DO levels need to be high for maintaining the oxygen demand in the system. Flow (design) = 500 m3/day BOD = 300 mg/l SBR tank volume = Q x BOD F/M x MLSS = 500 x 300 0.1 x 4000 SBR tank volume = 375 m3 Provide 30% for sludge accumulation = 112.5 m3 Total SBR tank volume provided = 375+112.5 = 487.5 m3 Assume SWD to be 3.5 m Therefore plan area required = 487.5/3.5 = 139.29 m2 Size of Aeration Tank Required: 11.8 m x 11.8 m x 3.5 m SWD with partition DIFFUSED AERATION SYSTEM: Flow = 500 cum/day Inlet BOD = 300 mg/l Organic load = BOD X Flow rate 1000 Total organic load in the system: (500 X 300)/ 1000 = 150 Kg/day Total oxygen required assuming that 2 Kg of O2/kg of BOD Removed = 2 X 150 = 300 Kg/day Assume alpha =0.6 and β= 0.7 Consider oxygen transfer at 0.35 m depth = 25% Density of Air = 1.2 Kg/m3 Percentage of Oxygen in Atmospheric air = 21% Air required = 300 1.2 x 0.21 x 0.6 x 0.7 x 0.25 = 11337.87 m3/day = 472.41 m3/hr.


16 PROJECT REPORT

Calculation of diffuser required: Considering 12 m3/hour diffusion of air through the diffuser /m length Number of diffusers required = 472.41/12 = 39.36 diffusers. Number of diffusers provided = 39 No’s * Type of aeration : Membrane Fine pore diffused aeration System 6. SLUDGE TRANSFER PUMP: * Discharge rate : 2.0 m3/hr @ 15 m head. * Type of pump : Horizontal centrifugal with CI open impeller self-priming type Coupled to motor of required speed with B Class insulation and IP 55 protection hood. * Function : To transfer the sludge to Filter press 7. PLATE & FRAME FILTER PRESS: * Assumed Type of Sludge : Secondary Biological

* Design Liquid Sludge Flow : 15,000 Lts/day * Concentration of Solids : 1% * Specific Gravity : 1.2 * Minimum Dry Solids allowable in the sludge solid cake: 25-30% Sludge Cake Characteristics : * Cake Thickness : 32 mm * Wet Cake Density : 1280 Kg/m3 Operating Time *10 Hrs/Day : 6 Days /week Cycle Time * Feed : 20 Minutes * Compression : 15 Minutes * Cake Discharge : 25 Minutes * Total : 60 Minutes Daily Sludge Solid Generation * Rate : 15000 x 0.01 X 1.2 = 180 Kg/Day * Quantity of sludge solids load on filter press :180 x 7 (Seven days in a week operation)

:1260 Kg/week * Assuming that the filter press is operated for 5 days/week. * Therefore Solid Load/day =1260/5 = 252 Kg/day * Assuming that sludge holding capacity as = 0.61 x 0.61 x 0.032 x 1280 = 15.24 Kg/m2 * The size of Filter press required = 252/15.24 = 16.54 m2 * Let the size of each Plate be (0.61x 0.61 m) = 0.37 m2 * Therefore the number of such chambers required will be = 16.54/0.37 = 44.7 No.s


17 PROJECT REPORT

Note: However provide 45 chambered filter press of size 0.61 m x 0.61 m with Collection tray, Filtrate line with Hydraulic/Power packed mechanism. 8. SCREW PUMP 2 No.s (1 W + 1 SB): * Flow rate =2-2.5 m3/hr * Type Single Screw Type with shaft mounted gear box * Working Pressure 4 to 6 kg/cm2 9. SLUDGE HOLDING TANK: * Anticipated quantity of secondary sludge from the STP

: 15000 liters per day

= 15 m3/day

* Capacity of aerobic digester required : 1000 liters * Size of aerobic digester required : 3.2 x 3.2 x 1.5 m SWD * Considering air required as 1.0 m3/hr per cum of volume * Air required for aerobic : 1.0 X volume of the tank digestion : 1 m3/Hr/cum volume x 15 m3/day = 15 m3/hr * Type of air diffusion : Membrane/HDPE air grid * Function : To supplement oxygen for aerobic digestion of secondary sludge.

10. PRE FILTRATION TANK /DECANT TANK:

Average flow = 20.83 m3/hr

Provide 8 hr holding capacity

Volume of the tank required= 166.64 m3

Providing SWD 3.0 m

Final collection tank size is 7.5 m x 7.5 m x 3.0 m SWD

11. FILTER FEED PUMP – 2 Nos. (1 W + 1 SB): Pumping Rate : 62.5 m3/Hr

Type of pump : Horizontal centrifugal with CI open impeller self-priming

type coupled to motor of required speed with B Class

Insulation and IP 55 protection hood.

Function : To pump the clarified water through Pressure Sand and

Carbon Filters.


18 PROJECT REPORT

12. PRESSURE SAND FILTER:

OBJECTIVE: To filter the residual suspended solids from the clarified water. * Total Flow : 500 m3/day

* Duration of Pumping considered : 8 Hr/day * Pumping rate : 62.5 m3/hr

* Surface Loading considered : 12 m2/m3/hr * Area of filter required : 5.21 m2 * Dia of the Filter : 2.28 m * Number of Sand Filters : 1 * Number of Carbon Filters : 1 * Height of the Shell : 1.5 m * Media for sand filter Pebbles, Grit, Stilt, Gravel Coarse & Fine sand * Function of Sand Filter For removal of suspended impurities 13. ACTIVATED CARBON FILTER:

OBJECTIVE: To remove the odor and color from the clarified water. * Total Flow : 500 m3/day

* Duration of Pumping considered : 8 Hr/day * Pumping rate : 62.5 m3/hr

* Surface Loading considered : 12 m2/m3/hr * Area of filter required : 5.21 m2 * Dia of the Filter : 2.28 m

* Number of Sand Filters : 1 * Number of Carbon Filters : 1 * Height of the Shell : 1.5 m * Media for Carbon Filter Pebbles, Gravel and Activated Carbon * Function of Carbon Filter For removal of color and Odor 14. CHLORINE DOSER: Provide Milton Roy Asia LMI/ Prominent make metering pump of dosing capacity 4-6 LPH with 1000 Liters capacity dosing tank. 18. FINAL COLLECTION TANK: Average flow = 20.83 m3/hr

Provide 8 hr holding capacity

Volume of the tank required= 166.64 m3

Providing SWD 3.0 m

Final collection tank size is 7.5 m x 7.5 m x 3.0 m SWD


19 PROJECT REPORT

19. BLOWER CAPACITY: Blower capacity : Air for pre-aeration + SBR Tank + final Collection tank = 94.48 + 472.41 + 166.64 = 733.5 m3/hr or say 734 m3/hr. Note: The capacity of Common Twin Lobe Roots Air blower suitable to discharge about 740 m3/hr @ 0.45 KSC – 2 No.s (1 W + 1 SB). The common blower shall supply the air required for the Aeration Tank & final storage tank.

Design details summary for 500 KLD STP

Sl. no. Particulars Size

1 Bar Screen 1.0 m x 1.5 m x 1.0 m

2 Equalization cum neutralization Tank 6.9 m x 6.9 mX 3.5 m

3 SBR 11.8m x 11.8 m x 3.5 m

5 Mechanical filter press 0.61 m x 0.61 m

6 Pressure Sand and Carbon Filter - 1 each 2.28 m


20 PROJECT REPORT

TYPICAL SCHEMATIC FLOW CHART (500 CAPACITY):

Raw Sewage

Equalization Tank

PSF

ACF

Final Holding Tank

Bar Screen chamber

Decant Tank

SBR

To Reuse for Flushing /

Gardening purposes

Excess sludge Disposed in to Filter Press for

Drying

SBR- Sequential Batch Reactor PSF- Pressure Sand Filter ACF- Activated

Carbon Filter

Chlorine Dosage


21 PROJECT REPORT

ANNEXURE: D

WATER BALANCE CHART

Recycle for Toilet Flushing

Wastewater generated 912 KLD

Daily water Requirement after recycling

1012 – 337 = 675 KLD 408 + 267 = 675 KLD

(Fresh & recycled water)

Total Raw Water demand (Start Up)

1012 KLD

Toilet Flushing

337 KLD

STP Designed for

Total capacity 1000 KLD

267 KLD to be recycled

Landscape Development

93 KLD

Water Drawn from BWSSB @ 55 LPCD = 1482X5X55=

408 KLD

Softener

Ultra-Filtration

UV

Potable water for

judicial mixing

215 KLD for other construction projects and watering avenue

plantations / Car and Road Washing


22 PROJECT REPORT

ANNEXURE: E

WATER REQUIREMENT & SEWAGE DISPOSAL DURING CONSTRUCTION PHASE

Domestic water requirements during construction phase.

Total number of manpower required : 500

Water requirements @ of 100 LPCD : 500 x 100 = 50,000 L/day

Total domestic water requirements : 50 KLD

Wastewater discharge (Considering 90% of water consumed comes out as wastewater)

= 50,000 X 0.90 = 45,000 L/day or say 45 KLD

The wastewater generated will be treated in Package Sewage Treatment Plant of 50 KLD Capacity.


23 PROJECT REPORT

ANNEXURE: F

SOLID WASTE GENERATION & ITS MANAGEMENT - CONSTRUCTION PHASE:

The total manpower : 500

Considering solid waste generation @ 0.25 kg/capita/day

Total solid waste generation : 500 x 0.25 = 125 Kg/day

The domestic wastes will be composted and the product will be used as manure.

OCCUPANCY PHASE:

The wastes that are generated from the day to day activities which are in solid form are categorized as solid

wastes. Solid Wastes include dry refuse of house and street sweepings, crockery, Kitchen Wastes, and also

electronic wastes. The quantity of solid waste generated from the proposed project is calculated as follows.

Sl. No.

Description Occupants Solid waste generation rate assumed*

Total quantity of solid waste generation

Total Organic Inorganic

1 Residential Apartment

7410 persons 0.6 kg/person/day 4446 Kg/day 2668 Kg/day 1778 Kg/day

2 Club House 154 persons 0.2 kg/person/day 31 Kg/day 19 Kg/day 12 Kg/day

3 Total 7564 persons - 4477 Kg/day 2687 kg/day 1790 kg/day

(* Solid waste generation rate assumed as 0.6 kg/person/day for Residential Activity and 0.2 Kg/person/day

for Club house)

The solid Wastes generated will be segregated at its point of generation and collected separately in different

color coded Synthetic Bins depending upon the basis of its Bio Degradability at a common designated point.

Organic solid waste from the project will be treated in an organic converter and is used as manure for

Landscape or used as fuel. The inorganic solid waste is proposed to be recycled.


24 PROJECT REPORT


25 PROJECT REPORT

The compost formed by this method will have a pH value of 6.5 – 7.5 C: N ratio of 15:1 and organic matter

of 40 – 50%. There will not be any pathogens and the pellets manufactured will have a calorific value of 3500

to 4000 Kcal/Kg.


26 PROJECT REPORT

SECONDARY SLUDGE FROM STPs: The solid waste generated from the STP’s of secondary settling is in the form of stabilized secondary sludge.

Then is passed through the Plate & Frame filter press, the solids obtained as semi solid cakes are used as

organic manure for the development of plantations within the premises. The quantity of secondary sludge

from the secondary settling units of the treatment

* Rate: 1000 m3/day and Sludge: 360 Kgs/Day

HAZARDOUS WASTE:

The Hazardous waste generated from the project is waste oil of about 500 Litres/annum which will be stored

in closed barrels and disposed to KSPCB approved and CPCB register waste oil re-processors. Authorization

will be obtained from KSPCB as per Hazardous waste (Management & Handling) Amendment Rules, 2008.

BIO MEDICAL WASTE:

The Bio Medical Waste generated from the project will be collected and segregated at source based on their

categorization as per the Biomedical Waste (Management and Handling) Rules in containers and will be

disposed as per the guidelines. Common designated place will be earmarked for the storage of bio medical

waste and will be disposed scientifically.

e - WASTE:

The Electronic Waste (e-waste) such as CD’s, Pen drives, computer and its components, used batteries,

etc., from the project will be segregated, collected and stored at a designated place and will be handed over

to authorized recyclers.


27 PROJECT REPORT

ANNEXURE – G

ENVIRONMENTAL MANAGEMENT PLAN:

1. INTRODUCTION:

The Environmental Management Plan (EMP) is aimed at mitigating the possible adverse impact of a project

and ensuring the existing environmental quality. The EMP converse all aspects of planning, construction and

operation of the project relevant to environment. It is essential to implement the EMP right from the planning

stage continuing throughout the construction and operation stage. Therefore the main purpose of the

Environmental Management Plan (EMP) is to identify the project specific activities that would have to be

considered for the significant adverse impacts and the mitigation measures required.

The construction phase impacts are mostly short term, restricted to the plot area and not envisaged

on the larger scale. In the operational phase the environmental impacts are due to continuous operation of

the project, hence, the emphasis in the Environment Management Plan (EMP) is to minimize such impacts.

The following mitigation measures are recommended in order to synchronize the economic development of

the project area with the environmental protection of the region.

The emphasis on the EMP development is on the following;

Mitigation measures for each of the activities causing the environmental Impact.

Monitoring plans for checking activities and environmental parameters and monitoring

responsibilities.

Role responsibilities and resource allocation for monitoring; and

Implementation of the Scheduled plan.

2. EMP DURING CONSTRUCTION PHASE:

During Construction phase, the activities which need to be monitored and managed from the point of pollution

are detailed in the subsequent sections.


28 PROJECT REPORT

2.1 LEVELLING AND SITE CLEARANCE:

The proposed project has basement floors and excavation is necessary. The total quantity of earth excavated

is about 60,000 cum. The excavated earth will be reused for backfilling (18,000 cum), landscape development

(19,000 cum), paved area formation activity (21,000 cum) and Soil cement block preparation (2,000 cum).

Environmental Management Plan during Leveling and Site Clearance:

Environmental

Impacts

Mitigation Proposed Remarks

Noise generation:

Caused due to

Excavators and

Bulldozers

Most optimum no. of operation by the heavy

equipment.

Selection of equipment with less noise

generation.

The earth moving equipment shall be

periodically checked and maintained for noise

levels.

The workers will be provided with PPE such as

ear plugs

To reduce noise level,

Equipment provided

with noise control

devices is only used.

Dust generation:

Leveling operations

results in the emission

of dust.

The site cleared will be periodically watered to

reduce dust emissions

Barricades like metal sheets will be provided

all-round the premises to avoid fugitive dust

emission in to the neighboring area apart from

water sprinkling.

The workers will be provided with PPE such as

nose masks and goggles to reduce impact.

Tertiary treated water

to be used.

2.2 TRANSPORTATION OF CONSTRUCTION MATERIALS:

During the Transportation of construction materials, minimum no. of vehicles will be used. Most optimum

route is planned to reduce the impact of transportation activity on the environment.


29 PROJECT REPORT

Environmental Management during Transportation:

Environmental Impacts Mitigation Proposed

Noise generation

Quality fuel will be used.

Periodic maintenance of vehicles is required.

Dust generation

Quality packaging of the construction materials

Construction materials will be covered with tarpaulin sheet to prevent

from being air borne.

The vehicle speed shall be regulated.

The workers transporting materials will be provided with PPE such

as nose masks to reduce impact of air borne dust on their health.

Vehicular emissions Periodic emission check for vehicles will be done.

Clean fuel will be used for vehicles.

2.3 CONSTRUCTION ACTIVITIES:

During the construction work, the following impacts are identified to monitor and mitigate the level of

impact.

Environmental Management during Construction

Environmental Impacts Mitigation Proposed Remarks

Noise generation

Less noise generating equipment

Personnel Protective Equipment (PPE) such as ear

plugs and helmets will be provided for workers

The working hours to be imposed on the construction

workers.

Implementation

responsibility:

Contractor - Civil

Works

Dust generation PPE in the form of nose masks will be provided for

construction workers.

Use of water sprays to prevent dust from being air

borne.

Implementation

responsibility:

Contractor


30 PROJECT REPORT

Barricades like metal sheets will be provided all

around the premises to avoid fugitive dust emission

in to the neighboring area apart from water sprinkling.

Water discharge

(Construction works)

Sewage generated will be treated in Package STP. Implementation

responsibility:

Contractor

Air Emissions from

Construction

machinery

Periodic check and regular maintenance of

construction machinery for emissions.

Clean fuel are used in equipments

Implementation

responsibility:

Contractor

2.4 WASTEWATER DISCHARGE:

The sewage generated from the labors during construction is estimated to be about 45 KLD will be treated in

Package STP of 50 KLD Capacity.

2.4.1 LABOUR CAMPS:

Environmental Management for Labor Camp:

Environmental

Impacts Mitigation Proposed Remarks

Wastewater

generation Provision of adequate sanitation facilities.

Responsibility:

Contractor

Usage of water Water for labor camps will be supplied in required

quantities.

Responsibility:

Contractor

Solid waste

generation

Segregation of Dry Waste and Wet Waste.

Adequate facilities to handle solid wastes shall be

provided and will be composted.

Implementation

responsibility:

Contractor –

maintenance.

2.5 DISPOSAL OF EXCAVATED EARTH:

The proposed project has basement floors and excavation is necessary. The total quantity of earth excavated

is about 60,000 cum. The excavated earth will be reused for backfilling (18,000 cum), landscape development

(19,000 cum), paved area formation activity (21,000 cum) and Soil cement block preparation (2,000 cum).


31 PROJECT REPORT

2.6 PERSONNEL SAFETY SYSTEM:

It is planned to adopt the safe working practices which shall govern all construction works undertaken

throughout the project. Following Safety Aids to all laborers will be provided:

Safety Helmets, Safety Belts, Safety Shoes, Hand gloves

Gumboots while concreting

Safety Goggles while welding/ Stone dressing etc.

Facemasks and full body kit while Pest control

Implementation of Safety procedures such as:

• Using proper lifting techniques

• Using Safe Scaffolds

• Hot work permits for Fabrication and Welding

FINANCIAL ALLOCATION AND BUDGETARY PROVISION FOR EMP ASPECTS

(CONSTRUCTION ASPECTS)

Sl. No.

Description Financial Provision in Lakhs

Capital Cost

Recurring Cost

1

Environmental Management Plan during construction phase: Using tertiary treated water for

• Sprinkling to control fugitive dusts

Construction & curing purposes

Flushing

2.0 2.0 2.0

1.0 1.0 1.0

2 Sewage Treatment Plant for Operation Phase 80.0 -

3 Potable water requirement for the construction workers 2.0 1.0

4 Maintenance of Vehicles and equipments - 2.0

5 Top Soil Conservation 2.0 -

6 Temporary Storm Water Drains 5.0 1.0

7 Personal protection safety gadgets and health care. 2.0 1.0

8 First aid facilities for workers 2.0 1.0

9 Plantation of Saplings 10.0 -

10 Environmental Monitoring Plan (Air, Noise, Water and Soil). - 2.0

11

TOTAL 109 11

Contingency at 10 % 10.9 0.11

TOTAL 119.9 12.1


32 PROJECT REPORT

3. EMP DURING OPERATION PHASE:

Following are the identified operational phase activities in the impact assessment, which may have impact

on the environment.

1. Air quality

2. Water quality

3. Noise quality

4. Solid waste disposal

5. Green belt development

6. Storm water Management

3.1 AIR QUALITY MANAGEMENT:

The pollutants envisaged from the proposed project are SPM, SO2, NOx, HC and CO mainly due to burning

of liquid fuel (HSD) in DG sets. Exhaust from DG set will be emitted from stack of adequate height for

dispersion of gaseous pollutants. The following Table presents the EMP for air quality management during

operation phase.

Air Quality Management during Operation Phase


DG set

Equipment selected will ensure the exhaust emission standard

as prescribed as per the latest amendments from the MoEF.

DG will be used as stand-by unit

Periodic check and maintenance

Ambient air quality Ambient air quality monitoring as per the prescribed norms at

regular interval.

3.2 WATER QUALITY MANAGEMENT:

Water requirement of project will be augmented through Grama Pancahyath / Bore Well sources. Details of

water requirement and Water balance is presented in Annexure B & D respectively.


33 PROJECT REPORT

The sewage generated from the proposed project will be treated in the proposed STP of total capacity

1000 KLD. The treatment scheme for domestic sewage generated from project is discussed in Annexure -

C. Treated water will be reused for flushing, gardening etc., and the following Table presents the EMP for

water quality.

Water Quality Management during Operation Phase:

Environmental impacts Mitigation Proposed

Wastewater

Treated with proposed Sewage Treatment Plant to produce tertiary

treated water which is reused for secondary purposes such as

flushing landscaping development etc.,

Water conservation measures will be encouraged

3.3 NOISE MANAGEMENT:

High noise generating units such as DG set will be provided with acoustic enclosures. Green belt on

the project boundary will further act as noise barrier and helps in attenuation of noise. The Table presents

the EMP for noise level.

Noise Management during Operation Phase:


Noise from DG set area Acoustic enclosures will be provided for DG set

DG set will be installed in an area (utility section) where the access will be

restricted

The use of PPE (ear plugs) will be mandatory in this area.

Selection of equipment to ensure that the residual noise level of <55 dB(A)

Noise levels will be checked periodically using a noise pressure level

meter


34 PROJECT REPORT

3.4 SOLID WASTE MANAGEMENT:

The solid wastes generated during operation phase can be categorized under

Three types: Domestic/Residential Waste

Wet Garbage: Food waste, Lawn mowing wastes etc.

Dry Garbage: Paper, Plastic, Bottles, etc.

Sludge from Sewage Treatment Plant (STP)

The solid waste generated and its management is detailed in Annexure – F.

The various mitigation measures to be adopted during collection and disposal of wastes are as follows:

It is preferable that the container and bins used for collection of waste should be of closed type and

waste is not exposed thus possibility of spreading of disease through flies and mosquitoes is

minimized.

Collection system should be properly supervised so that quick and regular removal of waste from the

dustbin is practiced.

Door to door collection shall be done in each building to collect the solid wastes.

3.5 STORM WATER MANAGEMENT:

As the project location is blessed with fairly good rainfall, it is planned to collect the storm water at

different gradients of the location. There will be rainfall runoff from building roof-tops, roads and pavements

and greenbelt area. Necessary provision will be made to collect the quantity of rainfall runoff during the most

rainy day of season. Necessary rain harvesting pit/recharge pit at every 30 m centre to centre have been

envisaged. A storm water drain with 600mm wide with RCC precast perforated cover and 1800 mm dia RCC

precast Ring soak pit will be provided around the periphery of property and designed as per building by-law

(schedule 12).

3.6 LANDSCAPE DEVELOPMENT:

Vegetation is the natural extension of the soil ecosystem on a site. It can provide summer shade, wind

protection and a low-maintenance landscape that is adapted to the local environment. In the project about

300 trees of native / indigenous species of the below combination will be planted at site.


35 PROJECT REPORT

List of plant species proposed:

Sl. No.

Proposed Trees

Botanical Name Common Name

1 Michelia champaka Sampige

2 Azadirachta indica Neem

3 Plumeria alba Temple tree

4 Pongamia pinnata Indian Beech Tree

5 Cassia fistula Gold shower tree

6 Alstonia scholaris Indian devil tree

7 Murraya koenigi Curry leaf

8 Dalbergia sissoo Indian Redwood

9 Mangifera indica Mango tree

10 Tabebuia avellandae Pink accent tree

11 Agle marmelos Bilwa patra tree

12 Anthocephalus cadamba Cadamba tree

13 Philanthes emblica Amla Tree

14 Palm trees -

4. MANAGEMENT OF SOCIO-ECONOMIC ISSUES:

1) Schools for laborer’s children

Temporary education centers (Creche) will be provided for education of the children of the laborers.

2) Health camp for laborer’s family

Periodical health camps will be organized to monitor and facilitate the occupants of the labor camps.

HEALTH RISK AND DISASTER MANAGEMENT:

Public health and safety:

Since all the construction related activities are confined to the project site, minimal health related impacts are

envisaged within the project influenced area during the construction stage.

At the project site on an average of 500 no. of persons will be engaged, who face direct exposure to dust and

noise generated from the construction activity. This is likely to cause health related affects such as asthma,

bronchitis etc., and hearing impairments respectively.


36 PROJECT REPORT

To minimize these anticipated impacts, suitable actions like

• Use of water sprinklers to prevent dust from being air borne.

• Providing suitable Personal Protective Equipments (PPE) like mouth mask with filters, noise mask,

helmets etc.,

• Periodic health checkup camp for the laborers will be arranged.

• Provision of safety belts.

• In case of injury on site medical treatment and transport will be organized.

Due to operation of the proposed project, there will be enhancement in public Health and safety.

Regular visit of resident medical officer to take care of the first aid and primary medication in case of

emergency for project occupants and laborers.

First aid kit with primary medicines will always be available in the medical Centre.

Display of action plan and preparedness measures during emergency situations.

5. EMP IMPLEMENTATION SCHEDULE:

Phased according to the priority, the implementation schedule is presented in the following table:

Implementation Schedule for EMP:

No. Recommendations Requirement

1 Air pollution control measures Before commissioning of respective units

2 Water pollution control measures Before commissioning of the project

3 Noise control measures Along with the commissioning of the project

4 Solid waste management During commissioning of the project

5 Green belt development Stage-wise implementation

The responsibility of EMP implementation lies with the project promoter for a period of 3 years. Once the

residents' society is established, the EMP responsibility will be properly handed over with clearly defined

procedures and guidelines.


37 PROJECT REPORT

FINANCIAL ALLOCATION AND BUDGETARY PROVISION FOR EMP ASPECTS

(OCCUPANCY PHASE)

Sl.

No. Description

Financial Provision in

Lakhs

Capital

Cost

Recurring

Cost

1 Operation of Sewage Treatment Plant - 3.0

2 Reclaimed Sewage Distribution Network 10.0 1.0

3 Rain water harvesting tanks and its facilities 10.0 1.0

4 Ground water recharging pits & its management 10.0 1.0

5 DG sets acoustic & Maintenance 5.0 1.0

6 Landscaping 10.0 5.0

7 Solid waste management 8.0 1.0

8 Environmental Monitoring Plan per annum (Air, Noise, Water and

Soil) - 2.0

9

TOTAL 53 15

Contingency at 10 % 5.3 1.5

TOTAL 58.3 16.5


38 PROJECT REPORT

6. ENVIRONMENTAL MONITORING ROUTINES:

A comprehensive monitoring program is suggested below:

Monitoring Schedule for Environmental Parameters:

Sl. No

Particulars

Monitoring frequency

Duration of monitoring

Important parameters for

monitoring

I Air Quality

1. Ambient Air monitoring

Project premises Once in a month 24 hourly sample RSPM, SPM, SO2, NOx

2. Stack monitoring

Once in a year if required

Grab SPM, SO2, NOx, HC, CO

II Water and Wastewater Quality

1. Water Quality

i. Groundwater at two locations (up-gradient and down-gradient) of treated effluent discharge area/land

Once in a month Grab As per KSPCB requirements

2. Wastewater quality

i. Inlet into STP NA NA -

ii. Treated effluent prior to discharge NA NA -

III Soil Quality

1. Within project premises at 1 location on effluent discharging area/land

Once in 6 month Composite sample

As per KSPCB requirements

2. Ecological preservation and up gradation Seasonal Visual observations

Survival rate

IV Noise monitoring

1. Project premises Once in 6 month Day and night As per KSPCB requirements


39 PROJECT REPORT

ANNEXURE: H

RAINWATER MANAGEMENT PLAN

RAIN WATER HARVESTING: The water collected from the terraces of the buildings shall be collected in the rainwater collection sump and

reused for domestic purpose after necessary treatment.

VOLUME OF RAIN WATER HARVESTED:

The total quantity of water i.e., received in the form of rainfall over an area is called the rain water endowment

of that area, out of which the amount of water that can be effectively harvested is called the rain water

harvesting potential.

Rain Water harvesting potential = Intensity of Rainfall (m) x Roof Area x Impermeability Factor.

The collection efficiency accounts for the fact that all the rain water falling over an area cannot be effectively

harvested due to losses on account of evaporation, spillage or run off etc.,

According to the data available from the Indian Meteorological Department, the Average annual rainfall

around month of September = 194.80 mm

Assuming that about 90 % Rainfall can be effectively harvested.

Number of Rainy Days = 9.3

Therefore the I.R = 194.80/9.3= 20.94 mm/day or 0.02094 m/Day or 0.021 m/day

The Quantity of roof top rainwater harvested from the proposed project is calculated as under:

The top 14th floor area (Building 1, 2 and 3) of the proposed project is about 6726.08 sq m

For rain water harvesting consider 75 % of this total area is 5044.56 sq m

Quantity of Rain Water that can be harvested from the building is as follows.

Rain water (Q) from Roof top = 0.021 x 5044.56 x 0.9

= 95.34 cum/day or say 96 cum/day

Rain water storage sump of total capacity 150 cum will be constructed to collect the rain water and is being

reused for domestic purposes.


40 PROJECT REPORT

STORM WATER MANAGEMENT:

Storm water disposal is divided into 2 Groups:

Terrace Storm water disposal: The entire rainwater from the terrace would be disposed through

suitable rain water pipes and collecting in the dedicated rain water collection sump, which is proposed

at site level. This water will be utilized for domestic purpose

Site (Paved and landscape area) Storm water disposal: The entire storm water from the site would

be disposed-off through suitable RCC Box drainage system to the rainwater recharge pits and the

excess is diverted to external storm water drainage.

The quantity of storm water that the paved area will produce can be determined by considering the

impermeability factor to be 0.9.

Q = 0.021 x 26169.43 sq m x 0.9


The quantity of storm water that the landscaped area will produce can be determined by considering the

impermeability factor to be 0.3

Q = 0.021 x 18537.72 sq m x 0.3


The Total quantity of storm water = paved area + landscaped area

= 495 + 117 cum/day

= 612 cum/day

The Proponents shall also Provide Recharging Pits along the inner periphery of the boundary wall with

recharging pit of size 1.2 m dia x 2.5 m deep spaced at 20 m centre to centre. These recharging pits are filled

with graded media comprising of Boulder at bottom and with coarse aggregates to facilitate percolation of

harvested rain water to Recharge Ground Water table.


41 PROJECT REPORT

ANNEXURE: I

DISASTER MANAGEMENT PLANS FOR PRE CONSTRUCTION PHASE:

Risk and disaster management plan:

Disaster is an unexpected event due to sudden failure of the system, external threats, internal

disturbances, earth quakes, fire and accidents. Thus an appropriate management plan shall be incorporated.

Precautions:

Once the likelihood of the disaster is suspected, preventive actions should be undertaken by the project

in-charge.

Conditional maintenance of equipments, materials and expertise for use during emergency.

The electrical systems shall be provided with automatic circuit breakers activated by over current.

Proper escape routes are planned and displayed in the public domain.

Selected representatives are given proper training to guide other inhabitants during Fire accidents.

Periodic awareness program is conducted for the workers on their roles during emergency situations.

Important telephone numbers like police authorities, fire department and hospitals etc., of use during

emergency situations will be made available.


42 PROJECT REPORT

ANNEXURE: J

Environmental Management Plan for control of Dust and Noise pollution during construction

phase:

Barricades like metal sheets will be provided all round the premises of the project to avoid fugitive dust

emission into the neighboring area and frequent water sprinkling will also be carried out.


1. Leveling and Site Clearance:

Noise generation: Caused due to Excavators and Bulldozers

Most optimum no. of operation by the heavy equipment

Selection of equipment with less noise generation to be used

The earth moving equipment will be periodically checked and maintained for noise level.

The workers will be provided with adequate PPE such as ear plugs to reduce impact of high noise levels.

Dust generation: Leveling operations results in the emission of dust.

The site cleared will be periodically watered to reduce emission of dust particles

Barricades like metal sheets will be provided all round the premises to avoid fugitive dust emission in to the neighboring area apart from water sprinkling.

The workers will be provided with PPE such as nose masks and goggles to reduce impact on health.

2. Transportation of Construction Materials:

Dust generation

Quality packaging of the construction materials

Construction materials will be covered with tarpaulin sheet to prevent from being air borne

The vehicle speed shall be regulated

The workers transporting materials will be provided with PPE such as nose masks to reduce impact of air borne dust on their health

Noise generation

Quality fuel will be used.

Periodic maintenance of vehicles is required.


43 PROJECT REPORT

1. Construction Activities:

Noise generation

Selection of Less noise generating equipment

Personnel Protective Equipment (PPE) such as ear plugs and helmets will be provided for workers

The working hours will be imposed on the construction workers.

Dust generation PPE in the form of nose masks will be provided for construction workers

Use of water sprays to prevent dust from being air borne.

Barricades like metal sheets will be provided all around the premises to avoid fugitive dust emission in to the neighboring area apart from water sprinkling


44 PROJECT REPORT

ANNEXURE: K

RISK ASSESSMENT & MANAGEMENT PLAN

a. Construction Phase:

Sl. No.

Potential Mitigation

1 Accidental fire Fire safety gadgets.

2 Fall of objects Use of personal protection devices-helmets

3 Working at great heights Protection to prevent fall, with life safety belts and nets.

4 Accidents from machinery

Personal protection gadgets

5 Electrical mishap Adopting safety measures to prevent any act of negligence and providing electrical safety measures like fire extinguishers.

b. All necessary measures will be taken to avoid accidents and mishaps during operation phase. Precautions for Risk and Disaster Management Plan:

Once the likelihood of the disaster is suspected, preventive actions should be undertaken by the project in-charge.

Conditional maintenance of equipments, materials, and expertise for use during emergency.

The electrical systems shall be provided with automatic circuit breakers activated by over current.

Fire extinguishers provided at pre-notified locations inside the building.

Proper escape routes will be planned and displayed in the public domain.

Selected representatives will be given proper training to guide other inhabitants during Fire accidents.

Periodic awareness program is conducted for the occupants on their roles during emergency situations.

Important telephone numbers like police authorities, fire department and hospitals etc., of use during emergency situations are made available.


45 PROJECT REPORT

ANNEXURE: L

SOIL INVESTIGATION REPORT

Report on the Soil Investigation for the Residential Apartment project at Survey No. 5/1, 5/2, 7/2, 10/2, 44/2, 44/5,

45/2A, 46 and 47, Manchanahalli Village, Attibele Hobli, Anekal Taluk, Bangalore.

INTRODUCTION:

Primary objective of this investigation is to establish the ground condition at the site and to evaluate the soil

characteristics through various tests.

SUBSURFACE PROFILE:

The sub-soil profile indicates that the Silty sand with gravels (SM/GA) sustain a safe bearing capacity of 25 T/m2

at depth below proposed cellular bottom level or 3.0 m below existing ground level for open foundations. The

subsoil profile indicates that the Soft Weathered rock sustain a safe bearing capacity of 28.00 to 35.00 T/m2 at

3.5 to 5.0 below existing ground level for open foundations. The Soft Weathered to Soft to Medium Hard Rock is

encountered at deeper depths. During the time of investigation water table was not encountered up to termination

depth.

CONCLUSIONS:

The following conclusions are given based on field investigations.

1. The subsoil stratum is found to be medium stiff/medium dense in nature.

2. The silt/clay present in the soil, medium compressible in nature.

3. During the time of investigation water table was not encountered up to termination depth.


46 PROJECT REPORT

ANNEXURE: M

TRAFFIC MANAGEMENT MEASURES

• Merging of vehicles will be performed only to left traffic from the exit gates, this ensures safety.

• To establish smooth entry & exit of vehicles, bell mouth shape geometry is provided at the gates.

This ensures smooth transition for merging of vehicles.

• Yellow paint junction boxes are painted at the locations to create psychological barrier for through

drivers to control the speed.

• Rubber humps are introduced for the outgoing vehicles at the exit gate drive way. All gates are

manned with efficient security who can guide the entry and exit of vehicles.

• Adequate sign & guide posts for traffic as per IRC (Indian Roads Congress).

• Road marking, STOP lines, parking lanes, slot numbers etc, must be clearly painted so as to guide

the vehicles.


47 PROJECT REPORT

ANNEXURE: N

ENERGY CONSERVATION ASPECTS PROPOSED IN THE PROJECT:

a. Energy Efficient motors, whose efficiency is not lower than the limits specified in section 8.2.2 of the Energy Conservation Building Code will be installed. b. Dry type Transformer with efficiency not lower than the limits specified in section 8.2.1 of the code shall be considered. c. Power monitoring, recording and check metering will be provided in the main LT panels on the incoming feeders and individual outgoing feeders covering all parameters such as Current, Voltage, Energy & THDI as stipulated in section 8.2.4 of the code. d. Cable sizing and design of distribution system will ensure that the total distribution loss will not exceed 1% of the total energy consumed as stipulated in section 8.2.5.1 of the code. e. Timer controls will be incorporated in the distribution board of external lighting to save energy as stipulated in section 7.4 of the code. f. Power conditioning equipment will be installed to limit THDI to 5% which shall also improve power factor to 0.95 as stipulated in section 8.2.3 of the code. g. Solar Lighting shall be provided at strategic locations in outdoor areas. h. Water cooled Chillers are used instead of air cooled chillers which provide energy savings. j. VFD drives shall be provided for secondary pumps for water cooled chillers and lifts which will result in energy savings.


48 PROJECT REPORT

ANNEXURE – 0

PROJECT RELEATED DRAWINGS & PLANS

1

DETAILS OF THE PROJECT

1 Name & location of the project with

a) Colored Google map

b) Enlarged ODP map

c) Contour map with RLs

d) Dated site photographs

Residential Apartment project at Survey No. 5/1, 5/2, 7/2, 10/2, 44/2, 44/5, 45/2A, 46 and 47, Manchanahalli Village, Attibele Hobli, Anekal Taluk, Bangalore

Submitted / Enclosed



-

2 Name of project proponents & address M/s Iconica Projects,

5 AC-510, HRBR Layout,

2nd Block, Kalyan Nagar, Outer Ring Road,

Bangalore – 560 043.

3 Name of the consultant and accreditation

M/s. EMPOWER,

# 49, 13th Cross, 3rd Main, 2nd Phase,

West Of Chord Road, Manjunatha Nagar,

Bangalore – 560 010.

4 Land use plan, previous land use and land conversion details

The project site is located in Residential Zone as per the Master Plan. (Conversions orders are submitted)

5 Particulars of sensitive areas and water bodies with distance from the property

Water bodies: Manchanahalli Lake is located adjacent to the site (North East direction), Manchanalli katte is at about 0.6 Km (South West), Manchanahalli dodda katte is at about 0.8 Km (South direction), Arehalli Lake is at about 1.1 Km (South East Direction), and Krishnasagara lake is at about 1.3 Km (North direction) from the project site.

6 New/Expansion/modernization New project

7 Status organization Partnership compancy

8 Documents submitted (mandatory): Form I -------- Submitted

Form I A ------- Submitted

Conceptual Plan ------ Submitted

9

Nature of project

Building and Construction project

Total no of flats

Building configuration

Total plot area (in sq m)

Total built up area (in sq m)

Residential

Apartment

Project with

1482 flats

Building

1 and 2 with 13

Towers (Tower

1 to 7 in

Building 1 and

Tower 8 to 13 in

Building 2). All

towers

73,348.25 sq m q m (18 Acres 05 Guntas)

1,36,510.52 sq m

2

comprise of 2

Basements,

Ground and 14

Upper Floors

Club house with Ground and 1 floor

Township & Area development projects

Other (Specify)

NA NA NA NA

10 Height of the building (in meters)

Existing Road width in front of the project site (in meters)

Distance to the nearest Fire Station (in km)

44.70 m

12.5 m

Fire station at Electronics city

11 Project cost Rs. (in Lakhs) Rs. 353 Crores

12 Land records/ particulars submitted Submitted

13 Details of source of water Construction Phase Operation Phase

Tertiary Treated water from BWSSB / construction projects

Water supply from Gram panchayath / bore well

sources

14 If the source of water is other than BWS&SB, is scientific assessment report along with impact on competitive users enclosed?

Does the project comes under grey area? If so status of CBWA permission.

Source of water for the project is from Gram panchayath / bore well sources. Scientific assessment report will be submitted.

NA

15 Water requirement (KLD) along with water balance chart

Total water requirement: 1012 KLD

Wastewater generated: 912 KLD

Water recycled for flushing: 337 KLD

(Water balance Chart submitted)

16 Submitted NOC from competent Authority for water supply?

Will be submitted

17 Labourers details

Location of the laborer camp Within the project site

No. of labourers 500 persons

No. of toilets provided for them 100 Sheds and 75 toilets with bathrooms will be provided

Methods of waste/sewage disposal The liquid waste from workers camps will be treated in package STP and treated sewage will be used for flusing and dust suppression.

3

Solid waste generated by labourers camp (Kg/day) and its disposal details

125 Kg/day - The domestic solid wastes are segregated and collected at a common designated place and will composted. The manure will be used for landscape development.

18 Excavated Earth: Quantity (in cum) and its disposal plan

The proposed project is Apartment project having basement floor and earth excavation is necessary. The total quantity of earth excavated is about 60,000 cum. The excavated earth will be reused for backfilling (18,000 cum), landscape development (19,000 cum), paved area formation activity (21,000 cum) and Soil cement block preparation (2,000 cum).

19 If disposed off in others property, agreement for the same

NA

20 Construction debris Construction debris is about 500 cum will be used for pavement and road formation within the site.

21 Size of STP (KLD) and Technology adopted with flow diagram

STP of total capacity 1000 KLD is proposed based on SBR technology

22 Disposal of excess treated wastewater

Is sewer line existing?

If not, give the plan for disposal

Treated sewage in the project will be recycled for Toilet Flushing, reused for Landscape development etc.,

NA

23 Solid waste generated Type Quantity Mode of Disposal

Bio degradable 2687 Kgs/day Organic solid waste will be treated in an organic converter and Inorganic waste will be sent for recycling.

Non bio degradable

1790 Kgs/day

24 Hazardous waste generated Type Quantity (in Cum)

Mode of Disposal

Waste Oil from DG Set

250 L/annum Disposed through KSPCB approved and CPCB register waste oil re-processors.

25 Rain water harvesting proposed with details of recharge pits and collection sump

Roof top rain water will be stored in collection tank and reused for domestic purposed after pretreatment (Filtration).

The Proponents shall also Provide Recharging Pits along the inner periphery of the boundary wall with recharging pit of size 1.2 m dia x 2.5 m deep spaced at 20 m centre to centre. These recharging pits are filled with graded media comprising of Boulder at bottom and with coarse aggregates to facilitate percolation of harvested rain water to Recharge Ground Water table.

26 Power requirement (in kVA) with source

7500 kVA will be supplied from BESCOM

27 DG sets details with number and capacity:

2 X 500 and 1 X 1000 kVA

4

28 Energy conservation devices proposed in the project and savings in percentage

Low loss energy efficient transformers, CFL’s, LED fittings, Ballets and variable frequency drives for motors and solar street lighting are proposed.

29 Landscape plan proposed (in sq m and percentage

On natural earth:

On podium:

Number of trees cut & retained

List of tree species proposed (with emphasis on local and fruit/flower bearing species & number

18537.72 sq m (33%)

-

-

List submitted

30 Parking facilities provided

1) Cars

2) Two-Wheelers

Total number of car parking provided is 1238 Cars

31 Traffic study details with dated peak hour traffic density photographs;

-

32 Status of construction Will be started after obtaining statutory approvals.

33 Legal issues pending (if any) None

34 Conceptual plan for your project to be submitted

Submitted

35 Any novel green building concept adopted?

The project is designed as per NBC

NOTE: Other details to be sent in a CD. No papers containing civil drawings, copies of sale deed etc., to be sent with the document.

Date: 03.2.2017

Place: Bangalore

K L SANTHOSH, Head - Operations ,

M/s ICONICA PROJECTS, 5 AC-510, HRBR Layout, 2nd Block, Kalyan Nagar,


Project Site

Electronics City / Bangalore

Attibele / Hosur

LOCATION MAP

Attibele

Project Site


Attibele / Hosur

GOOGLE IMAGE

Attibele Check PostManchanahalli Road

CDP IMAGE

Project Site

Project Site


Attibele / Hosur

BM:890.241Weigh Bridge

Road

Road

Road

Road

Road

Road

Road Cart Track

Cart Track

Temple

Car

t Tra

ck

Cart Track

Car

t Tra

ck

Cart Track

Car

t Tra

ck

12.6

4m

9.10m

9.49m 9.91m

9.75

m

6.90

m

8.09m

E+49

00

E+50

00

E+51

00

E+52

00

E+53

00

E+53

50

E+49

00

E+50

00

E+51

00

E+52

00

E+53

00

E+53

50

N+3100

N+3000

N+2900

N+2800

N+2700

N+2600

N+2500

N+3100

N+3000

N+2900

N+2800

N+2700

N+2600

N+2500

Surveyed & Mapped By

E-mail: [email protected], Mob: 9972299777, 9972178178Near Kalamandir, AshwathNagar, Marathahalli, Bangalore-37 ,

No. 111/3F, Lalithadri, 1st Main Road, 6th Cross Road,

ATTIBELE HOBLI, ANEKAL TALUK

TOPOGRAPHICAL SURVEY OF LAND IN SY No.

5, 7, 10, 43, 44, 45, 46 & 47 OF

Client

ICONICA PROJECTS

Title

OF MANCHANAHALLI VILLAGE

BM

Note

Legend

S

W

N

E

North & Scale

Note:- Levels are all based on GTS Benchmark +914.400 located on the Culvert Top on Bidragere to Muttugatti Road Near Railway Track.

218.

004m

(715

'3")

42.769m (140'4") 13.20m43'4"

42.120m (138'2")

32.232m (105'9") 17.03m55'10"

57.844m (189'9") 23.163m (76'0") 41.566m (136'4")

6.41

m21'1"

24.848m (81'6")

37.1

31m

(121

'10")

10'7"3.23m

62'0"

18.8

9m

47'10"14.59m

115.896m (380'3")

87.9

65m

(288

'7")

38.561m (126'6")

22.2

56m

(73'

0")

10.8

1m35

'6"20

4.94

7m (6

72'5

")

29.073m (95'5")

11'6"

64.137m (210'5")

140.

232m

(460

'1")

31.657m (103'10")

39.2

06m

(128

'8")

56.436m (185'2")66

.972

m (2

19'9

")

57.017m (187'1")

74.788m (245'4")

12.8

2m42

'1"

30'0"9.15m

36.7

22m

(120

'6")

35.484m (116'5")24.000m (78'9")

Karab-2G

Karab-1G

Kar

ab-1

1G

Karab-1G

Karab-1G

SHEET NO :ORIENTATION :

SUBJECT OF DRAWING :

NOTE :

PROJECT NAME :

OWNER'S SIGNATURE :

PROPOSED RESIDENTIAL DEVELOPMENT IN

SY. NO. : 5/1, 5/2, 7/2, 10/2, 44/2, 44/5,

45/2C, 46 & 47



DEVELOPER : -

ARCHITECT'S SIGNATURE :

CONCEPTUAL MASTER PLAN

JOINT DIRECTOR OF TOWN &

ANEKAL PLANNING AUTHORITY, ANEKAL.

COUNTRY PLANNING & MEMBER SECRETARY

DEPUTY DIRECTOR OF TOWN & COUNTRY PLANNING.

ASSISTANT DIRECTOR OF TOWN & COUNTRY PLANNING.

ICONICA PROJECTS

SET BACK LINE

INDEX

PARK & OPEN SPACES

CIVIC AMENITIES

SURFACE CAR PARKING

RAIN HARVESTING PIT

LAKE BOUNDARY

BASEMENT EXTENT LINE

APPROACH ROAD AREA

PROPOSED ROAD AREA

PROPOSED MP ROAD

SITE BOUNDARY

SURVEY BOUNDARY LINE

75M LAKE BUFFER LINE

KHARAB LAND

2WHEELER PARKING

5% ADDITIONAL OPEN SPACE

FUTURE DEVELOPMENT

MANCHANAHALLI

LOCATION PLAN

SURVEY BOUNDARY LAYOUT

3.0Ø

Height of

44.70m

Parking

GROUND/STILT

AS PER DRAWING

No.of

-------------------1482Units

AS PER ZONAL

REGULATIONS

BASEMENTS

50sqmt

1 Car for Tenement

building

Units

F.A.R

F.A.R PERMISSIBLEF.A.R CONSUMED

99703.40/ 69680.63 = 1.430

GROUND

COVERAGE

COVERAGE

COVERAGE CONSUMED

(7800.15/65431.39)x100=11.92%

SURFACE

TABLE-1

-------------------

2.25

PERMISSIBLE = 55%

exceeding area of

= 708 x 1=708 Cars

Visitor's parking @ 10%

of total parking required

= 1095x 10/100=109.5

say 110 cars

Clubhouse parking

@ 1 car parking for

50 Sqm of FAR area

=1074.48 /50

=21.48 say 22 cars

Total required

= 1095+110+22 =1227

Total provided

1238 Cars

881 Cars

12 Cars345 Cars

2 wheeler

Parking area

2 Wheeler parking

required @ 25% of the

total Car parking space

(in Sqm)

Total Car Parking area

of 1 Car parking( 2.5M X

5.5M) 13.75 sq m area

= 1095 x 13.75= 15056

= 15056 x 25/100

=3764 Sqm

BASEMENT

SURFACE

3364.98 sqm

Total provided(in sqm)

Civic

1110.98 sqm

4475.96 sqm

Amenities

5% of the site area

= 73348.25 x 5/100

= 3667.42 sqm

3667.62 sqm

Parks &

open spaces

10% of the site area

= 73348.25x 10/100

= 7334.82 sqm

7337.41 sqm

area of 50sqmt

1 Car for every

= 774 x .5= 387 Cars

2 Tenement below

Total = 708+387

=1095 Cars



NOTE :

PROJECT NAME :

OWNER'S SIGNATURE :

PROJECT CONSULTANTS :


BASEMENT-1(PART-A)

NOT TO SCALE

SCHEDULE OF SHAFTS

NAMEDESCRIPTION

GardencityReality Pvt Ltd.

SCHEDULE OF OPENINGS

TYPE SIZE DESCRIPTION LINTEL

DOORS

WINDOWS

VENTILATORS


SY. NO. : 5/1, 5/2, 7/2, 10/2, 44/2, 44/5,

45/2C, 46 & 47





NOTE :

PROJECT NAME :

OWNER'S SIGNATURE :

PROJECT CONSULTANTS :


BASEMENT-1(PART-B)

NOT TO SCALE

SCHEDULE OF SHAFTS

NAMEDESCRIPTION

GardencityReality Pvt Ltd.

SCHEDULE OF OPENINGS

TYPE SIZE DESCRIPTION LINTEL

DOORS

WINDOWS

VENTILATORS


SY. NO. : 5/1, 5/2, 7/2, 10/2, 44/2, 44/5,

45/2C, 46 & 47



KEY PLAN

KEY PLAN

CUTLINE

CUTLINE

PART-A

PART-B

CUTLINE

CUTLINE

PART-A

PART-B