APPENDIX I - Environmental Clearance

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(I) Basic Information

APPENDIX I (See paragraph – 6)

FORM 1

Sr. No. Item Details

1 Name of the Project “AMBIKA TEXTILE HUB” 2 S. number in schedule 8 (a) 3 Proposed capacity/area/length/tonnage

to be handled/command area/lease area/number of well to be drilled

Please refer Annexure-5(B)

4 New/expansion/modernization New

5 Existing capacity/area etc.

New Construction Area (F.S.I) (m2), Please refer Annexure-5(B)

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

Block No.: 121+122, O.P. No.: 08, F.P. No.: 08, T.P.S. No.: 35 (Kumbharia – Saroli – Sania Hemad – Devadh),

At-Devadh, Tal – Choryasi, Dist: Surat.

Plot/Survey/Khasra No Block No.: 121+122, O.P. No.: 08, F.P. No.: 08, T.P.S. No.:

35 (Kumbharia – Saroli – Sania Hemad – Devadh), At-Devadh, Tal – Choryasi, Dist: Surat.

Village Devadh Tehsil Choryasi District Surat State Gujarat

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

Udhna Railway Station is located 3.34 km in SW direction and Surat Airport is located 15.89 km in SW direction.

11 Nearest town, city, district headquarter along with distance in Kms. Project falls in Surat Urban Development Authority (SUDA)

12 Village Panchayat, Zila Parishad, Municipal Corporation, local body

(Complete postal address with telephone nos. to be given)

Project falls in Surat Urban Development Authority (SUDA)

13 Name of the applicant Chaturbhai Mohanbhai Patel 14

Registered address M/s. Bhavani Construction

B-13,Jamna Nagar Society,Subhash Nagar Hall,Ghod Dod Road,Surat

15 Address for correspondence As above Name Chaturbhai Mohanbhai Patel

Designation Proprietor

Address M/s. Bhavani Construction

B-13,Jamna Nagar Society,Subhash Nagar Hall,Ghod Dod Road,Surat

Pin code 394440

E-mail [email protected] / [email protected]

Tele phone 9925000679 / 9825125122

Fax No 0261-2630782

mailto:[email protected]�

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16 Details of alternative sites

examined, if any. Location of these sites should be shown on a topo

sheet

Location of Site shown on Topo sheet is given in Annexure – 1.

17 Interlinked Project No 18 Whether separate application for

interlinked project has been submitted?

No

19 If yes date of submission - 20 If no, reason Individual project 21 Whether the proposal involves

approval/ clearance under: if yes, details of the same and their status

to be given The Forest (Conservation) Act,

1980 The Wildlife (Protection) Act, 1972

The CRZ Notification 1991

No

22 Whether there is any Government order/policy relevant/ relating to site No

23 Forest Land involved? No 24 Whether there is any litigation

pending against the project and / or land in which the project is propose

to be set up Name of court

Case no Order/directions of the court, if any and its relevance with the proposed

project.

No litigation pending

• 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.,) (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.)

Sr. 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)

No The project will not cause any permanent or temporary change to land use, land cover or topography including increase in intensity of land use (with respect to local land use plan). Please refer Annexure- 5(B).

1.2 Clearance of existing land, vegetation and buildings?

No Not applicable

1.3 Creation of new land uses?

Yes The project will be developed as a Textile Market named “AMBIKA TEXTILE HUB” The development will be in accordance with local development plan.

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Sr. No.


Yes/ No


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

Yes Soil sample was collected and analyzed from the site and result is attached vide Annexure – 7.

1.5 Construction works? Yes Please refer Annexure- 5(B).

1.6 Demolition works? No Not Applicable 1.7 Temporary sites used for

construction works or housing of construction workers?

Yes Workers numbering 60 will be working at the site. The workers will be hired from local population. Hence temporary housing is not required.

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

Yes There will be construction of G(H.P)+2 floors in bldg. and two basements for parking.

1.9 Underground works including mining or tunneling?

No Two basements will be constructed.

1.10 Reclamation works? No Not applicable. 1.11 Dredging? No Not applicable. 1.12 Offshore structures? No Not applicable. 1.13 Production and manufacturing

processes? No Not applicable.

1.14 Facilities for storage of goods or materials?

Yes Construction Phase: Minimum bulk material for construction will be bought as and when required and will be temporarily stored at site with proper arrangement of storage and under proper cover.

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

Yes Solid Wastes: Please refer Annexure- 10. The non-biodegradable wastes will be sold to recyclers and the biodegradable wastes will be collected and disposed into nearby bin. Requested to SUDA for disposal. An application is attached vide Annexure – 9(C).

Liquid Effluent: On site sanitation facilities will be provided for proper disposal and treatment during the construction phase. Please refer Annexure- 8. Requested to SUDA for drainage permission. An application is attached vide Annexure – 9(B).

1.16 Facilities for long term housing of operational workers?

No Not applicable.

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Sr. No.


Yes/ No


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

No Not applicable.

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

No Not applicable.

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

No Not applicable.

1.20 New or diverted transmission lines or pipelines?

No Not applicable.

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

No Not applicable.

1.22 Stream crossings? No Not applicable. 1.23 Abstraction or transfers of water

from ground or surface waters? Yes • Construction Phase

Please refer Annexure- 8.

:

• Operation PhasePlease refer Annexure- 8. Requested to SUDA for getting fresh water permission. An application is attached vide Annexure – 9(A).

:

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

No Not applicable.

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

Yes Transport of personnel and materials will be required for both construction and operation phases.

1.26 Long-term dismantling or decommissioning or restoration works?

No Not applicable.

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

No Not applicable.

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

Yes During construction phase, 60 workers will be employed temporarily and hired from local area. During the operational phase, there will be influx of more than 1420 (1020 permanent working employee and 400 visitors).

1.29 Introduction of alien species? No Not applicable. 1.30 Loss of native species or genetic

diversity? No Not applicable.

1.31 Any other actions? No Not applicable.

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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):

Sr. No.

Information/checklist confirmation

Yes/ No


2.1 Land especially undeveloped or agricultural land (ha)

No Not applicable.

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

Yes Water demand will be as follows: Construction phase: Please refer Annexure- 8.

Operation phase: Please refer Annexure- 8.

2.3 Minerals (MT) No Not applicable.

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

Yes Construction materials such as stone, cement, sand, bricks, marble, paints, tiles, electric ware, sanitary ware, glass will be used. All the above materials will be purchased from the local market and from nearest approved quarries, as and when required. It will be stored temporarily at the site. Approximate quantity are as follows: Please refer Annexure-18.

2.5 Forests and timber (source – MT) No Not applicable

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

Yes Source: D.G.V.C.L Expected Demand: 5000 KVA D.G. set will be used In case of power failure D.G. set: 125 KVA x 02 Fuel Used: Low Sulphur High Speed Diesel (HSD) Fuel requirement: 55 L/hr

2.7 Any other natural resources (use appropriate standard units)

No Not applicable

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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.

Sr. No.


Yes/ No

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

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)

Yes There will be no storage of hazardous chemicals (as per MSIHC rules) except the used oil of the back-up D.G sets. Suitable management practice will be adopted for the same. This storage will be approved by the Chief Controller of Explosives if required and Suitable management practice will be adopted for the same.

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

No Suitable drainage and waste management measures will be adopted in both construction and operational phase, which will restrict stagnation of water or accumulation of waste. This will effectively restrict the reproduction and growth of disease vectors.

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

Yes It is expected that 60 numbers of workers will be employed during construction phase. During the operational phase, there will be influx of more than 1420 (1020 permanent working employee and 400 visitors). people.

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

No Not applicable.

3.5 Any other causes No Not applicable.

4. Production of solid wastes during construction or operation or decommissioning (MT/month)

SR. No.


Yes/ No

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

4.1 Soil, overburden or mine wastes Yes Excavated surplus earth will be refilled at low lying areas in the project premises and development of greenbelt.

4.2 Municipal waste (domestic and or commercial wastes)

Yes The municipal solid wastes generated during operation phase will consist of:

Organic waste

Waste vegetables and foods

Inorganic waste

Papers, cartons, Thermocol, plastics, polythene bags, Glass, etc.

Solid waste storage location will be incorporated in the design itself.

Please refer Annexure-10.

The biodegradable waste will be collected in bins and will be disposed nearby bins.

4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

Yes Hazardous waste generated will be the used oil from D.G set.

4.4 Other industrial process wastes No Not applicable. 4.5 Surplus product No Not applicable. 4.6 Sewage sludge or other sludge

from effluent treatment No Not applicable.

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SR. No.


Yes/ No


4.7 Construction or demolition wastes Yes The construction waste will consist of construction debris along with cement bags, small cut-pieces of steel, insulating and packaging materials etc. Cement bags, waste paper and cardboard packing material will be sold off to recyclers. Unusable steel scrap will also be collected at site and sold to recyclers.

4.8 Redundant machinery or equipment

No Not applicable.

4.9 Contaminated soils or other materials

No Not applicable.

4.10 Agricultural wastes No Not applicable. 4.11 Other solid wastes No Not applicable.

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

Sr. No.


Yes/ No


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

Yes HSD will be used to run D.G set during power failure only.

5.2 Emissions from production processes

No Not applicable.

5.3 Emissions from materials handling including storage or transport

Yes At the time of transportation, dust will be generated. This will be restricted to the construction phase and to the construction site only.

5.4 Emissions from construction activities including plant and equipment

Yes At the time of transportation & construction, dust will be generated. Manually Water sprinkling will be carried out to minimize dust suppression.

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

Yes Construction Phase: Dust will be generated during construction activity. Water sprinkling will be carried out to minimize dust suppression. On site sanitation facilities (septic tank and soak pit) will be provided during the construction phase. Temporary Solid waste storage will be provided at site and recycle material will be sold to recyclers.

Operation Phase: During the operational phase, sewage will be collected and disposed into sewer line.

5.6 Emissions from incineration of waste

No Not applicable.

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Sr. No.


Yes/ No


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

No Not applicable.

5.8 Emissions from any other sources No Except the emissions due to operation of D.G set, no other emissions are envisaged.

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

Sr. No.


Yes/ No


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

Yes During construction, the machinery used for construction will be of high standard of reputed make and will adhere to International standards. These standards itself take care of noise pollution control/ vibration control and air emission control. Hence, insignificant impacts due to construction machinery are envisaged. Apart from this, the construction activities will be restricted to daytime only. Source of noise in the operational phase will be D.G set only. The D.G set will be used incase of power failure or in emergency and will generate noise level below 75 dB (a) at 1 m from acoustic enclosures. D.G Set will be provided with acoustic enclosures as per CPCB guidelines.

6.2 From industrial or similar processes No Not applicable. 6.3 From construction or demolition Yes Due to various construction activities, there will be

short term noise impacts in the immediate vicinity of the project site.

6.4 From blasting or piling No Not applicable. 6.5 From construction or operational

traffic Yes During construction noise will be generated due to

construction activity but it will be for short term only. During operation phase noise will be generated due to traffic. Moreover noise will be generated due to operation of D.G Set. Hence, D.G sets will be provided with acoustic enclosures to maintain the noise levels within limits. D.G sets will operate incase of power failure.

6.6 From lighting or cooling systems Yes LED lighting used

6.7 From any other sources No Not applicable.

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:

Sr. No.


Yes/ No


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

Yes The only hazardous wastes in the project will be used/spent oil from standby D.G sets. The spent oil will be carefully stored in HDPE drums under isolated storage, and periodically sold to authorized recyclers. All precautions will be taken to avoid spillage from the storage. Further, will be done to avoid seepage into land and water.

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Sr. No.


Yes/ No


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

yes Sewage will be collected and disposed into sewer line with prior permission

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

No Not applicable.

7.4 From any other sources No Not applicable. 7.5 Is there a risk of long term build up

of pollutants in the environment from these sources?

No Not applicable.

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

the environment

Sr. No.


Yes/ No


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

Yes Portable Fire Extinguishers shall be provided at site during construction.

8.2 From any other causes Yes During Construction phase possibility of accidents may be fall from height, scaffolds, temporary stairs, cutting and welding, electrical fitting etc During operation phase possibility of accidents may be electrical fire

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

Yes Project area is categorized in the seismic zone III, which is classified as having a moderate seismic intensity. The structure Design is as per Codes to negate the threat of environmental and other damages.

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

Sr. No.


Yes/ No


9.1 Lead to development of supporting. facilities, ancillary development or development stimulated by the project which could have impact on the environment e.g.: • Supporting infrastructure (roads,

power supply, waste or waste water treatment, etc.)

yes Supporting infrastructure will be developed like road, water supply network, power etc.

• Housing development yes Increase in demand for housing • Extractive industries yes Increase in demand in industrial facilities • Supply industries yes Increase in demand in supply industries • Others yes Increase in demand for commercial and recreational

facilities 9.2 Lead to after-use of the site, which

could have an impact on the environment

Yes Negligible increase in traffic and there will be positive impact on socio-economic environment.

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Sr. No.


Yes/ No


9.3 Set a precedent for later developments

Yes The project will lead to development of Textile Market.

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

Yes As above

(III) Environmental Sensitivity

Sr. No. Areas Name/

Identity Aerial distance (within 15 km.) from Proposed

project location boundary 1 Areas protected under international

conventions, national or local legislation for their ecological, landscape, cultural or other related value

No Not applicable.

2 Areas which are important or sensitive for ecological reasons - Wetlands, watercourses or other water bodies, coastal zone, biospheres, mountains, forests

Yes Tapi River is 5.15 km in N direction. [Please refer attached Annexure – 3(B)]. Khadi is 0.91 km in NW direction. [Please refer attached Annexure – 3(C)].

3 Areas used by protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration

No Not applicable.

4 Inland, coastal, marine or underground waters

No Not applicable.

5 State, National boundaries No Not applicable.

6 Routes or facilities used by the public for access to recreation or other tourist, pilgrim areas

Yes Udhna Railway Station is located 3.34 km in SW direction Surat Airport is located 15.89 km in SW direction. National Highway No. 6 is 1.30 km in N direction. National Highway No. 8 is 8.20 km in E direction.

7 Defense installations No Not applicable. 8 Densely populated or built-up area No -- 9 Areas occupied by sensitive man-

made land uses (hospitals, schools, places of worship, community facilities)

Yes Bharat Cencer Hospital And Research Center is located 1.31 km in N direction. Shree Swaminarayan mandir is located 4.54 km in NW direction. Sunrise Vidhyalay is located 1.28 km in SW direction.

10 Areas containing important, high quality or scarce resources (ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals)

No Not applicable.

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11 Areas already subjected to pollution or environmental damage. (those where existing legal environmental standards are exceeded)

Yes Hazira Industrial Estate is located 21.50 km in W direction

12 Areas susceptible to natural hazard which could cause the project to present environmental problems (earthquakes, subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions)

Yes Project area is categorized in the seismic zone III, which is classified as having a moderate seismic intensity. The structure Design is as per Codes to negate the threat of environmental and other damages. Please refer stability certificate of a structural engineer as per Annexure – 20.

“I hereby given undertake 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 project will be revoked at our risk and cost.” Date

Place: SURAT Signature of the applicant With name and full address

For BHAVANI CONSTRUCTION (PROJECT: “AMBIKA TEXTILE HUB”)

CHATURBHAI MOHANBHAI PATEL

(PROPRIETOR)

(IV) Proposed Terms of Reference for EIA studies

Not Applicable.

APPENDIX II 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

programme)

Sr. No.

Item Remark

1. LAND ENVIRONMENT 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, (ii) surrounding features of the proposed site (within 500 meters) and (iii) the site (indicating levels & contours) to appropriate scales. If not available attach only conceptual plans.

Yes, the existing land will get altered. The proposed project is the construction of 891 Nos. of Textile House, please refer Annexure-5(B). The project will be developed as per local landuse plan. At present there is no existing structure. Site location plan is provided in Annexure – 2, 3 & 4.

1.2 List out all the major project requirements in terms of the land area, built up area, water consumption, power requirement, connectivity, community facilities, parking needs etc.

Site lay-out plan is provided Annexure – 5(A). Parking plan is provided vide Annexure – 6(A). Major requirements are; Please refer Annexure-5(B). Project is connected by 45.00 m & 30.00 m wide T. P. road.

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)

The probable impacts due to the proposed Textile Market. About 1734.00 m2 area will be developed as greenbelt [1239.00 m2 Lawn Area & 495.00 m2 Tree Plantation] and will have positive impact on the surrounding area or endangered species of fauna are not reported to exist in the area. Care will be taken to minimize the disturbance to the local ecology.

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).

There will be no land disturbance due to the project. Soil testing was carried out in the project site to assess the soil quality and the results are provided in Annexure – 7. The Project area is categorized in the seismic zone III, which is classified as having a moderate seismic intensity. The structure Design of the building will be as per Codes to negate the threat of environmental and other damages.

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 alteration of natural drainage system and topography is envisaged, since the site is a flat and barren land.

Sr. No.

Item Remark

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.)

Two basements will be constructed for parking.

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

Please refer Annexure-8. Onsite sanitation facilities will be provided by incorporating septic tank and soak pits.

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 wetland and low-lying areas are found in the vicinity of the project. The site area is flat.

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)

The construction wastes will not cause any health hazard. Solid waste during the construction phase would comprise mainly of excavated, concrete debris, steel scrap and packaging material. Top layer of excavated earth will be temporarily stored and used for green belt development. Surplus earth will be used for back filling. Cement bags, waste paper, cardboard packing material and unusable steel scrap will be collected at site and sold to recyclers/ authorized vendors.

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


Water during the construction phase will be meeting through Borewell and operation phase will be meeting through SUDA.

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

Not Applicable.

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)

Water will be meeting from SUDA.

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)

During the operational stage of the proposed site, the wastewater will be collected and disposed into sewer line with prior permission, application is attached vide Annexure – 9(B).

Water balance diagram is attached vide Annexure – 8.

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)

Fresh Water will be meeting from SUDA.

2.6 What is the incremental pollution load from wastewater generated from the proposed activity? (Give details of the quantities and composition of


Sr. No.

Item Remark

wastewater generated from the proposed activity)

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

Rain water harvesting details are provided in Annexure – 11.

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?

Rain water harvesting details are provided in Annexure – 11.

2.9 What are the impacts of the proposal on the ground water? (Will there be tapping of ground water; give the details of ground water table, recharging capacity, and approvals obtained from competent authority, if any)

No, in operation phase fresh water will be supplied by SUDA. No ground water will be tapped.

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)

During construction phase, On-site adequate sanitation facilities will be provided and sewage will be disposed into septic tank. Equipment washed wastewater will be reused for curing activity.

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)

During the operation stages, the storm water will be collected into the surface drainage network inside the project premises. The drain sizes and sections will be designed in such a way that they can take the enough load of the peak rainfall period. All the surface drains will be covered by suitable building materials. Proper land gradient will be provided so that water logging inside the campus does not occur. Collected rain water will be recharge into ground water. Details are provided in Annexure – 11.

2.12 Will the deployment of construction labourers particularly in the peak period lead to unsanitary conditions around the project site (Justify with proper explanation)

The construction labors will be hired from local area. During construction phase, on-site adequate sanitation facilities will be provided.

All the basic facilities will be provided to labour.

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)


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

Not Applicable.

3. VEGETATION

Sr. No.

Item Remark

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. The project will not pose any threat to the bio-diversity of the locality. The project site is a barren land. Also, as the project site does not contain any water body, therefore, no scope of disturbance to the aquatic flora is involved. Moreover, quite a number of trees are also going to be planted during the later period of the construction stage. The species will be predominantly native in nature so that they merge with the local ecosystem.

3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project)

There will be minimal damage to the flora variety, and every precaution will be taken to preserve them. There will be development of greenbelt in the project. The plant species around the site are local tree species and no rare or endangered tree species are found in the site, hence, the vegetation of the area unlikely to be affected.

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)

Adequate measures will be taken to minimize the likely impacts of the proposed project on the surrounding as well as the project site itself and documented in the Environmental Management Plan. The landscaping and plantation program and other details are shown in the landscape plan, which is enclosed in Annexure – 16.

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 scope of displacement of terrestrial as well as aquatic fauna is involved due to the proposed construction.

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

No direct and indirect adverse impact is envisaged to fauna due to the project.

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

Not applicable.

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)

The proposed project is construction of textile market. During the operational stage of the project, there is no constant source of emission from the building, as mostly non polluting activities will be carried out. The only source of air pollution is vehicular movement in and around the project premises and emission from D.G sets (in case of power failure).

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.

During the construction stage of the project, there will be generation of dust, which is controlled by sprinkling of water, covering building materials by tarpaulin, covering the structure with Hessian clothes etc. No constant Gases will be generated during the operation stages only vehicular emission and stacks, D.G sets will be used in case of power failure. Stacks height will be provided as per GPCB/CPCB guideline and HSD will be used as a fuel.

Sr. No.

Item Remark

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.

No. There will be adequate surface parking provisions are provided.

Sr. No. Parking Level No. of

bays/ECS 1. Surface parking 77 2. Covered parking 00 3. Basement Parking 916 4. Basement mechanical

parking 456

Total 1449

The parking plan is provided in Annexure – 6(A). 5.4 Provide details of the movement

patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc., with areas under each category.

The details are provided in the Traffic circulation plan in Annexure – 5 & 6.

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.

Minimum increase in noise due to vehicular movement on the surrounding area and D.G set. Acoustic enclosure will be used for minimizing noise. Trained staff will be managed traffic flow.

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.

Noise will be emitted during construction due to operation of construction machinery like batching plant, concrete pumps, tower cranes, pile drivers, D.G sets, Air compressors etc. Vulnerable receptors would not be significantly affected. Noise generated during construction phase is provided in Annexure – 12.

Most of the noise generated in this phase would be spread through out the site depending upon equipment operation at a location. Impact on onsite workers are expected to be highest but can be reduced substantially with use of PPE like earplugs and earmuffs. Change in sound pressure levels over existing levels is difficult to predict owning to movement of noise generating sources. These impacts though cannot be eliminated but would be reduced.

One of major sources of noise during operational phase will also be the diesel based generator required for power backup. The D.G set will be placed at suitable place. As per regulatory norms all D.G sets will be provided with acoustic enclosures and emit noise within permissible limits as per CPCB. Ambient Air quality is provided vide Annexure – 13.

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?

No, the project will enhance the aesthetics of the area.

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

This will be entirely new construction and will not have any adverse impact on the existing structures.

Sr. No.

Item Remark

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

Landuse and Design as per local development plan.

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, there are no archaeological sites observed within the study area.

7. SOCIO-ECONOMIC ASPECTS 7.1 Will the proposal result in any changes

to the demographic structure of local population? Provide the details.

Limited change in the local demographic structure is envisaged for the project due to employment opportunities.

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

Within 500 m, no social infrastructure is present.

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

No, Local communities have a symbiotic & mutually beneficial interaction with the developments.

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)

Conventional construction material, Fly ash based bricks and building material will be used.

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

Transportation of raw material will cause impacts for short-term only. The air pollution will be minimized by water sprinklers and by covering the vehicles during transport. The trucks used for transport will be thoroughly checked for emission parameters and will be properly maintained. The raw materials transport will be avoided during the peak hours to reduce traffic load.

8.3 Are recycled materials used in roads and structures? State the extent of savings achieved?

Yes. Fly ash will be used in building structure. Details of Fly Ash based material to be used is summarized as per Annexure – 17.

8.4

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

Please refer Annexure- 10.

9. ENERGY CONSERVATION

Sr. No.

Item Remark

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?

Power Requirement: 5000 KVA Source of Power: D.G.V.C.L. Back-up Power: 125 KVA x 02

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

D.G. set: 125 KVA x 02 Fuel Used: Low Sulphur High Speed Diesel (HSD) Fuel requirement: 55 L/hr

9.3 What are the characteristics of the glass you plan to use? Provide specifications of its characteristics related to both short wave and long wave radiation?

Glass characteristics provided in Annexure – 15.

9.4 What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project.

Efforts will be taken for energy conservation using passive solar architecture wherever it is possible. Maximum use of natural light is an integral part of architectural design.

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.

Solar Lighting will be used in landscaped areas.

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?

Yes, Thermal Insulation is provided on rooftop to conserve energy. Shading options wherever available will be used for energy saving.

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.

• Maximum utilization of natural light. Energy Efficient Features:

• Reflective/White Tiles will be used on terrace floor.

• LED lighting fixtures in the common areas. • Appropriate design to shut out excess heat and

gain loss. • Use of solar energy in external lighting

(Landscape lighting).

9.8 What are the likely effects of the building activity in altering the microclimates? Provide a self- assessment on the likely impacts of the proposed construction on creation of heat island & inversion effects?

The project will designed as energy efficient and environmental friendly building that will control formation of heat island effect. There will be also sufficient green cover at the site to reduce formation of heat island.

Sr. No.

Item Remark

9.9 What are the thermal characteristics of the building envelope? (a) roof; (b) external walls; and (c) fenestration? Give details of the material used and the U-values or the R-values of the individual components.

The U-values of the roof, external wall and fenestration of the building will meet the requirements as specified in the Energy Conservation Building Code (ECBC-2007). Please refer Annexure – 15.

Sr. No.

Component Material Used

Maximum U-Value as per

ECBC (W/m2-°C)

1. Roof Concrete 0.261 2. External Wall Brick 0.440 3. Fenestration Glass Facade 3.3

9.10

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

Adequate fire protection facilities will be installed including fire detectors, fire alarm and fire fighting system to guard the building against fires. All fire protection facilities are designed as per the latest National Building Code, Part IV Fire & Life safety Protection vide Annexure – 14(A). The approvals in this regard have been obtained.

9.11

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

No, Glass will not be used as a wall material.

9.12

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

Adequate provisions are provided to mitigate the effects of air infiltration.

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.

Not used Solar energy will be used for landscape lighting.

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.

Please refer Annexure – 16.

ANNEXURE – 1

TOPO SHEET

ANNEXURE – 2

`

PROJECT SITE

ANNEXURE – 5(B)

Plot area (m2 17349.00 ) Net plot area (m2 17349.00 ) Ground Coverage (m2 7807 ) F.S.I. Area (m2 22384.55 ) Built-up area (m2 53,953.40 ) No. of floors G (H.P) + 2

Maximum height (m) 12.81 Total Basement area(m2 29,608.46 )

Parking area (m2 916 ECS provide in Basement parking

(29,280.00 m

) (45624.00)

2), 456 ECS provide in mechanical parking

(14,569.00 m2), 77 ECS in Surface

parking (1775.50m2), , Total 1449 ECS

Water requirement 31.00 m3/d Power requirement 5000 KVA

DETAILED BUILDING BIFURCATION

Floor No.

COMMERCIAL BLDG.

No. of Textile House

Carpet Area of each Textile House (m2

No. of

) Textile house

Carpet Area of

each Textile house (m2

)

Total Carpet

Area (m2)

Lower Basement Parking Upper Basement Parking

Gr. Floor

Parking 08 205.89

65 48.36

6116.26

01 176.03 01 135.79 01 244.92 08 63.92 01 257.63

Sub Total (1) 12 2461.50 73 3654.76

Floor – 1 to

Floor – 2

08 205.89 65 48.36

12,489.26

01 176.03 01 244.92 01 276.08

08 63.92 01 245.85

Sub Total (2) 12 X 2 =24 2590.00 x 2 = 5180.00 73 X2=146 3654.76 X2=7309.52

TOTAL 12+73+24+146=255 Nos. Textile house 18605.52

HEIGHT OF BLDG. (m) 12.81

ANNEXURE – 6(A)

AREA

PARKING AREA CALCULATION

TYPE SIZE AREA (m2

SHOWN WITH

COLOR )

BASEMENT PARKING

UPPER BASEMENT

B1 (106.97*56.98)-3*(4.57*2.43)-2*(5.51*9.78)-2*(4.78*8.79)-

(10.01*10.52) 5764.25

B2 (106.97*58.97)-5*(2.43*4.57)-(4.71*4.57)-2*(4.52*6.65)-

2*(5.51*10.04)-3*(10.01*10.52) 5744.30

B3 (83.74*23.03) 1928.53

B4 (89.35*13.46) 1202.65

SUB TOTAL (1) 14640.00

UPPER BASEMENT MECHANICAL PARKING

M-1 (106.97*56.98)-3*(4.57*2.43)-2*(5.51*9.78)-2*(4.78*8.79)-

(10.01*10.52)-2*(3.40*4.20) 5736.1621

M-2 (106.97*58.97)-5*(2.43*4.57)-(4.71*4.57)-2*(4.52*6.65)-

2*(5.51*10.04)-3*(10.01*10.52)-2*(3.40*4.20) 5715.7383 M-3 (83.74*23.03)-(3.40*4.20) 1914.2522 M-4 (89.35*13.46) 1202.651

SUB TOTAL(2) 14569.00

LOWER BASEMENT

B5

(106.97*56.98)-3*(4.57*2.43)-2*(5.51*9.78)-2*(4.78*8.79)-(10.01*10.52)

5764.25

B6 (106.97*58.97)-5*(2.43*4.57)-(4.71*4.57)-2*(4.52*6.65)-

2*(5.51*10.04)-3*(10.01*10.52) 5744.30

B7 (83.74*23.03) 1928.53

B8 (89.35*13.46) 1202.65

SUB TOTAL (3) 14640.00

Total (1+2+3) 43849.00

SURFACE PARKING

COMMERCIAL VISITOR PARKING

S-1 (124.91*4.19) 523.37

COMMERCIAL PARKING

S2 (81.80*2.75) 224.95 S3 (13.15*68.85) 905.38

S4 (69.87*1.74) 121.57

Total 1775.50

SUMMARY:

HOLLOW PLINTH PARKING AREA

BASEMENT PARKING AREA

SURFACE PARKING AREA

TOTAL PARKING AREA

-- 43849.00 m 1775.50 m2 45624.00 m2 2

FSI Area (m

PARKING DETAILS

PARKING REQUIREMENT AS PER THE GDCR:

2

Parking Requirement as per the GDCR

)

Parking Area Proposed to be Provided

(m2) % of Total FSI

Area Area Required

(m2) 22,384.55

(Commercial) 30% 6715.37 45,624.00

6715.37 (Commercial visitor parking) 20% 1343.07

Total FSI Area = 22,384.55 -- 6715.37 45,624.00

PARKING REQUIREMENT AS PER THE NBC:

Use

Parking Requirement as per the NBC Parking Space Proposed to be Provided

Floor Area* CPS* Location Parking area (m2 ECS** )

Commercial (Textile Houses: 255 Nos. Houses)

22,384.55 m22,384.55 m

2

2

total area / * 50 m2

Surface

for one ECS) = 273

1775.50 77

Hollow Plinth -- --

Upper Basement 14640.00 458

Upper Basement mechanical

parking 14569.00 456

Lower Basement 14640.00 458

Total 448 Total 43849.00 1449

Source: As per NBC-2005, (Part-3, Annex-B, Clause-10.1, Page No. 41 & 42), considering population between (10 Lac – 50 Lac).

NOTE : The above parking area is provide for existing as well as proposed textile godown of 891 Nos. after getting extra F.S.I permission from GoG.

PARKING SUMMARY:

Parking Requirement Parking Space Proposed to be Provided

As per GDCR As per NBC Area ECS

6715.37 m 448 2 43849.00 m 1449 2

ANNEXURE – 7

SOIL ANALYSIS REPORT

Sr. No. Parameters Units Result

1. Porosity % 40.5

2. Water Holding Capacity % 31.2

3. Permeability Cm/sec 2.1 x 10-4

4. Moisture % 6.65

5.

Particle Size Distribution -

Sand % 55.2

Silt % 33.1

Clay % 11.7

6. Texture - Clay loam

7. Cation Exchange Capacity mg/100gm 24.2

8. Electrical Conductivity µmho/cm 725

9. pH - 8.57

10. Calcium mg/kg 3245

11. Magnesium mg/kg 512

ANNEXURE – 8

WATER AND WASTEWATER DETAILS (CONSTRUCTION PHASE)

• Source of Water : Borewell (Water Level Depth: 22 meter)

Sr. No.

Purpose Water Requirement Wastewater Generation

Quantity (m3 Remarks

/d) Quantity

(m3 Remarks /d)

1. Domestic water for labour 2.70 @ 45 L/d for

60 workers 2.16

No labour will stay at site, arrangement for

domestic water requirement will be met by contractor

2. Dust suppression 0.80 - - Losses

3. Washing of construction equipment

3.00 - 2.40

20% loss on washing; rest will be collected and reused

for curing after necessary treatment.

4. Curing

8.0 + 2.40 (including

2.40 m3 - /d recycled water from activity

above)

- Losses

Total 14.50 + 2.40 m3 /d

recycled 2.16

• Mode of Disposal of Sewage: Soak Pit • We have proposed total 02 Nos. of rectangular soak pit [Size: 2m x 1m x 2m depth]

for construction workers during construction phase having each of capacity 4.0 m3

.

Note: We will stop use of bore well upon receiving water connection from S.M.C. & we will seal it or convert it into rain water harvesting system.

WATER AND WASTEWATER DETAILS (OPERATION PHASE)

Source of Water : SUDA (Requested for Permission)

SMC water supply line is passing 180 m away from our plot boundary.

Due to proposed sewage treatment plant (STP), our water consumption & wastewater generation will be as under…

Sr. No. Description

Water Consumption

(m3/d)

Sewage Generation

(m3/d)

Quantity of reated sewage to

be reused due to sewage

treatment system (m3/d)

Fresh Water Consumption

due to STP (m3/d)

Quantity of sewage to be discharged

into municipal

Sewer (m3/d)

1. Domestic: (255 Textile House x 04 Person per unit x 45 L/d)

46.00

37.00

21.00 (Reused for

Toilet Flushing)

31.00 11.00 (400 visitors x 15 L/d) 6.00 5.00

2. Gardening: (1734.00 m2 Gardening Area x 04 L/m2/d)

7.00 -- 7.00

Total (1+2) 59.00 42.00 28.00 31.00 11.00

Hand Washing (21.00 m3/d)

Sewage Treatment System

(49.00 m3/d)

To Garden (7.00 m3/d)

Toilet Flushing (21.00 m3/d)

Fresh water (31.00 m3/d)

Handling Loss (10.00 m3/d)

Toilet Flushing (21.00 m3/d)

Treatment Loss (10.00 m3/d)

SMC Drain (11.00 m3/d)

WATER BALANCE FOR CONSTRUCTION PHASE

Daily Water Demand

(14.50 + 2.40 m3/d recycled)

Washing of construction equipments

(3.0 m3/d)

Losses

Losses (0.6 m3/d)

Dust suppression (0.80 m3/d)

(2.40 m3/d) Concrete curing

(8.0 + 2.40 m3/d)

Domestic water for labour camps

(2.70 m3/d)

Soak Pit (2.16 m3/d)

NOTE: Due to Sewage Treatment System, our fresh water consumption required for toilet flushing (21.00 m3/d) & gardening (7.00 m3

/d) will be NIL.

Availability of the land area, if treated sewage is to be utilized for plantation /gardening: • Total Gardening Area = 1734.00 m• Total treated sewage water reuse = 7.00 m

2 3/day @ 4 Lit/ m

2

Details of dual plumbing system, if treated sewage is to be reused for flushing: Proposed.

Mode of Disposal of Sewage: Into Sewage Treatment Plant through underground

Drainage line. The treated water of STP will be reused for gardening & toilet flushing and balance quantity will be disposed into SMC U/G drain.

During monsoon season no pumping of sewage shall be carried out. If sewage is to be discharged into municipal sewer, whether drainage network

is existing in the area where the project is located: SMC drainage line is passing 70 m away from our plot boundary. We will get it upon completion of Project as SMC will accept our application only at the time of getting BUC.

DETAILS OF DUAL PLUMBING SYSTEM

In view of treated sewage recycling in toilet flushing, a dual plumbing system is required

as under;

All domestic water line connected to O/H fresh water tank will be connected with

wash basins and its drainage line will be drained towards STP drainage line.

The treated sewage water will be separately fed in a toilet (urinal) flush line through

pressurized booster pump & drain for the same will be allowed separately into STP.

Thus, separate fresh water & treated sewage feeding line (2 Nos.) and common

drain line will be provided.

DETAILS OF SEWAGE TREATMENT PLANT

The raw sewage to be generated from each textile house shall be collected in the Raw

Sewage Collection Sump. The sewage shall be collected in the Inlet Chamber from where it

will pass through the Screen Channel for removal of floating material. One no Fine Bar

Screen shall be provided for removal of floating material.

After, screening the sewage shall be passed through Grit Removal System. One no. grit

channel shall be provided for grit removal. Biological processes are used to help degrade

the solid materials.

The liquid then is pumped into a sand filter. From the sand filter the liquid is collected in a

tank where it is ozonized to 20-50 ppm. This process reduces COD and BOD values by

oxidation. Removes odour in water. Removes all colour in water. The water is then filtered

in dual media sand cum carbon filter. Then reozonised online as a final polishing. This

treated water can be used for toilet flushing and gardening. For backwashing of the filters,

the water shall be drawn from the treated water sump with the help of said both Pumps.

The treated sewage from the plant shall be partly reutilized for gardening & toilet flushing

and balance quantity will be disposed into SMC U/G drain. The settled sludge from the

bottom of the collection tank shall be utilized as manure for the garden.

Designed Data of Proposed STP [Capacity: 100 m3

Unit

]

No. Name of S.T.P Unit M.O.C Quantity Capacity

1. Screen cum Grit Removal Chamber R.C.C with inside screen

01 2.0 m3

2. Raw Sewage collection Tank R.C.C 01 100 m3 P1 Raw Sewage Transfer Pump with cutter (One

Stand by) C.I. 02 15 m3/hr

3. Sand Filter FRP 01 15 m3/hr 4. Ozonisation Tank with ventury P.P 03 05 m3 5. O2 & O3 -- Generator (One Stand by) 02 200 to 300 gm/hr P2 Multi Grade Filter Feed Pump (One Stand by) -- 02 15 m3/hr 6. Multi Grade (Dual Media) Filter FRP 01 15 m3/hr 7. Treated Water Storage Tank RCC 01 100 m3 8. Electrical Panel with Wiring --- Lot -- 9. All Interconnecting piping & Valves PVC/PP Lot --

ANNEXURE – 10

SOLID WASTE GENERATION DURING CONSTRUCTION PHASE :

•Estimated Qty. Generation: (60 x 600 g/person/d) = 36 kg/day

•The Construction waste will consist of construction debris along with cement bags, small cut-pieces of steel, insulating and packing materials etc.

•Cement bags, waste paper and cardboard packing material will be sold off to recyclers.

•Excavated surplus earth [14804.23 x 8.54= 1,26,428.12 m3] will be refilled at low lying areas in the project premises and development of road /greenbelt. Approx. 1958.86 m³ [17,349.00 – 14,084.23 = 3264.77 x 0.60 = 1958.86] earth reqd. to raise plot area at 0.60 m height. Thus balance [1,26,428.12 – 1958.86 = 1,24,469.26 m3] earth will be disposed to other project site.

The municipal solid wastes generated during operation phase will consist of:

PRODUCTION OF SOLID & HAZARDOUS WASTE DURING OPERATION PHASE :

Sr. No. Type of Waste Source of

Generation Category

of Waste

Disposal

1. Domestic wet Waste (Food/vegetabel waste etc.)

Peoples reside in flate within

premises

MSW Collected in separate bin and disposed to bin of door to door collection system of SMC.

2. Domestic Dry Waste (Plastic, Paper, packing mat., pp bag,glass, etc.)

Peoples reside in flate within

premises

MSW Collected in separate bin and disposed to bin of door to door collection system of SMC.

3. Used oil DG SET HW Sell to registerd recyclers approved by GPCB/CPCB.

4. E-waste Entire BLDG. E waste Collection, Storage and disposal to M/s. EARTH E-WASTE MANAGEMENT PVT LTD, SURAT whom is registerd recyclers approved by GPCB/CPCB.

• Estimated Qty. Generation: For Textile House:

(255 Textile house x 04 person per unit x 200 g/person/d)

= 204.00 kg/d = 0.2 t/d

MANAGEMENT OF SOLID & HAZARDOUS WASTE

• Solid waste generated in Project area will be mainly of domestic nature.

• Construction debris will be refilled in low laying area within Premises.

• Solid waste storage location will be incorporated in the design itself.

• Adequate number of collection bins, separately for biodegradable and non-biodegradable waste will be provided as per Municipal Solid Waste (Management and Handling) Rule, 2000.

• Waste from such bins will be collected separately on daily basis.

• The solid wastes generated will be 0.2 t/d and will be segregated into biodegradable and non-biodegradable wastes.

• The non-biodegradable wastes will be sold to recyclers and the biodegradable wastes will be collected and disposed to door to door collection system of SUDA. Requested to SURAT URBAN DEVELOPMENT AUTHORITY for disposal.

• The used oil will be carefully stored in HDPE drums under isolated storage and periodically sold to authorized recyclers. E WASTE will be sold/disposed to authorized recyclers of GPCB/CPCB.

• Top layer of excavated earth will be temporarily stored & used for green belt development.

TOP SOIL MANAGEMENT PLAN

• Construction debris will be refilled at low lying areas in the project premises and development of road /greenbelt.

As per the Talati flood level Certificate (Please refer Annexure No. 24), there was approx. 1.00

m flood water level in our area during highest flood of river Tapi in year 2006.

FLOOD MITIGATION MEASURES

To overcome such floody situation in future, we will take following precautionary measures…

• To overcome floody situation in future, we will increase existing ground level +1.10 m

which is +0.1 m above than flood level.

• Thus, due to above adequate ground level, our project will not affected by flood flow

during any flood situation.

• Basement ramp level will be +0.1 m above than flood level. Thus basement will be also

safe.

• Therefore, our parking area will not be affected due to any flood situation.

ANNEXURE – 11

RAIN WATER HARVESTING SYSTEM

Rain Water Harvesting System:

The net plot area is 17,349.00 m2. The site will be divided into 07 pockets varying from

2000 m2

depending upon site layout. Each pocket will have independent harvesting

well. A de-silting chamber will be provided to de-silt and remove floating material

through bar screen.

Rainwater Harvesting Plan:

Adequate rainwater harvesting pit will be provided.

Rain water outlets shall be provided at various locations on terrace based on the criteria

that minimum 1% slope to be provided towards rain water outlet from the ridges.

The rainwater collected from the rooftop areas within the project area will be conveyed

into the rainwater harvesting system consisting of Desilting-cum-Filter Chamber, Oil &

Grease Separators than its disposal into recharge pits.

Details of maximum rain water generated:

Description Area (m2

Annual Rainfall (m) )

Runoff coefficient

Total rain water (m3/year)

Roof area 8426.98 1.8173 0.8 12251.48 Green area 1734.00 1.8173 0.3 945.3595 Paved area 7188.02 1.8173 0.5 6531.394

Total 17349.00 19728.24

Details of Rainwater harvesting pits:

Number of pits 07 Nos. Size of pits 4m x 3m x 3m Size of Bore 350 mm dia. Size of pipe 150 mm dia.

SCHEMATIC DIAGRAM OF RAIN WATER HARVESTING PIT

ANNEXURE – 14 (A)

Fire and Safety

Adequate fire protection facilities will be installed including fire detectors, fire alarm and fire fighting system to guard the building against fire. All fire protection facilities will be designed as per the National Building Code given in 2005.

• Group H (Storage Building) • FIRE–ZONE No. 3 (clause 3.2.2.2(c))

Following component/item will be provided:

Under the clauses (4.18.2, 6.1.2, 6.2.3, 6.3.2, 6.4.3, 6.5.2, 6.5.2.1, 6.5.2.2, 6.5.2.3, 6.5.2.4, 6.5.2.5, 6.6.2, 6.7.2, 6.8.2 and 6.9.2) following are minimum requirements for fire fighting installations.

• Fire Extinguishers • Hose Reel • Wet Riser • Yard Hydrant • Automatic Sprinkler System (Basement) • Manually Operated Electric Fire Alarm System • Automatic Fire Detection & Alarm System • Under Ground Static Water Storage Tank – 1,00,000 L • Terrace Tank – 10,000 L • Provision of Pump: One electric & One Diesel pump of capacity 2280 L/min. & one electric

pump of capacity 180 L/min. having pressure 3.5 kg/cm2

at Terrace level.

Based upon the Occupancy (Clause 4.3 Table 20, 21 and 22, NBC-2005):

Business group Unit Value

Occupant load m2 30 /person Occupants per unit exit width Number of occupants Stairways-50

Ramps-60 Doors -75

Travel distance form occupancy

m 30

• There shall be provision of separate Entry & Exit for ground level.

• There shall be provision of two separate basement Entry & Exit (Ramp width: 4.50 m).

• There shall be provision of 7.50 m wide space on periphery of project site for unobstructed

movement of fire tender without reversing.

COMPLIANCES OF FIRE & SAFETY PROVISION WITH RESPECT TO GDCR & NBC-2005:

Name of Installation Requirement

Proposed As per GDCR

As per NBC - 2005

Fire Extinguishers √ √ At each Floor

Hose Reel √ √ At each Floor, 30 m Length

Wet Riser √ √ Opening at each floor

Yard Hydrant √ √ Proposed

Automatic Sprinkler System [Basement Vol: 1,26,428.12 m3

√

]

√ At all floor in passage of building & in basement.

Quantity: 2529 nos., 50 m3 Per Head cap.

Manually Operated Electric Fire Alarm System

√ √ Proposed

Automatic Fire Detection & Alarm System

- √ Proposed in passage of each floor & in basement.

Under Ground Static water storage tank & Pump [Elec. & Diesel]

√ 1,00,000 L & 2280 L/min

25,000 L x 4 Nos. & 3000 L/min

Terrace Water Storage Tank & Pump [Electric]

√ 10,000 L & 180 L/min, pressure:

3.5 kg/cm

10,000 L x 4 Nos. & 200 L/min

2 @ 4 kg/cm2 pressure

No. of Floor

Floor Area (m2

No. of staircase

)

Width of Staircase

(m)

No. of Fire Lift

No. of Lift

Maximum Travel Distance up to the Staircase < 30 m

G(H.P)+02 8656.54 08 2.00 08 35 28.02

DETAILS OF FIRE FIGHTING SYSTEM DURING OPERATION

We will train our employee to the fire bridge department of SMC and get a certificate of the same. The job responsibility of this person will be…. • To conduct mock drill once in a month.

• To refill & check Fire extinguisher & maintain records.

• To check operation condition of pumps, Fire line, Fire detector etc. on a day to day basis.

• To keep printed board showing important Tele. Number of fire, ambulance, Hospital etc.

Fire Extinguishers Calculation:

• Total area of fire hazards = 56098.28 m

• Capacity of one fire Extinguisher = 600 m

2

• Nos. of Fire Extinguishers required = 94 Nos.

2

• We will keep provision of 99 Nos. of Fire Extinguishers @ 11 Nos. per floor (Ground Floor to 8th

Floor in Bldg.)

Type of Fire Extinguisher & Its Class:

Class of Fire

Extinguisher Medium IS No. Capacity Quantity per

Floor

B Chemical Foam 933 6.8 kg 4 Carbon Dioxide 5507 10 kg 4

E Dry Chemical Powder 2171 5 kg 3

FIRE WATER REQUIREMENT CALCULATION:

Building is commercial (Textile House) project.

Max. Area of each T. H. – 277.00 m

2

TOTAL FIRE LOAD: Qty. & storage capacity of material which cause fire are;

Wood – 300 kg.

Paper – 150 kg.

Cotton & Textile cloth – 800 kg.

Thus, fire load per m2 area becomes: 300 x 4179 + 150 x 3725 + 800 x 9552 276.08 276.08 276.08

• Total fire load = 34,243.93 kcal/m2, which is < 5,50,000 kcal/m2

• Thus, it reqd. less than 01 hr. Pumping operation.

• Proposed pump capacity – 3000 LPM = 180 m3

• Proposed Fire water storage capacity – (1,50,000 x 4) + (15,000 x 4) = 6,60,000 L

/hr

• Time reqd. to discharge tank volume – 3 hours & 67 minutes.

• Distance of the nearest fire station is DUMBHAL fire station (@ 2.50 km) and time required for the fire tender to reach at the project site will be approx 5 to 10 min.

Evaluation of Backup Power Supply [D. G. Set]:

• The D. G Set proposed is kept ideal for Fire lift & Fire pumps.

• It is assumed that maximum 02 Fire pump will start in case of fire at any textile house. Thus,

maximum fire pump power consumption capacity = 36 KW (For 3000 L/min capacity) & 3.75

KW (For 200 L/min capacity).

• Total power requirement for pump will be = 39.75 KW

• Total No. of Fire Lift = 06 Nos.

• Connected load of all Fire Lift = 12 KW x 06 = 72 KW

• Total minimum power requirement for fire emergency will be = 111.75 KW.

• Proposed Capacity of D. G. Set will be 125 KVA, which is adequate for any emergency.

Precautionary Measures Adopted for the Project to Avoid Chances of Fire

There shall be total 891 nos. textile houses, considering their actual power load requirement

will be 3.70 KVA per textile house, so total power requirement will be 3296.7 KVA. To

overcome this situation project proponent will provide 4.50 KVA load per textile house totaling

4009.5 KVA requirement.

:

Furthermore there shall be provision of one automatic power ON/OFF switch (MCB/RCB) for each textile house in case of fluctuation or higher power load to prevent electric overloading or sparkling.

All electric fitting and wiring shall be carried out as per ISO & DGMS approved flame proof material.

Automatic fire detection and alarm system (located in passage of each floor & basement) will be connected to main security guard and maintenance office to cut off power supply of main building as well as to combat fire etc.

•

Specification

Details and specification of the fire proof electrical fittings (Switches, Wires, MCBS): -

Make MOC Fire Resistance All Electric Wire Havells, Anchor,

Finolex, Polycab etc. which confirms IS-694:2010

Copper wire having PVC insulation

To confirm IS 12459:1988

All Electric Switch, MCB

Havells, L&T, Anchor, Finolex etc.

Hard PVC having shock resistance capacity up to 4.5 KVA & automatic cut off electricity

Ability to cut of power supply during high voltage of > 4.5 KVA

Safety Precautions During construction Phase:

• Fire extinguishers at various locations with easily view.

• To keep printed board showing important Tele. Number of fire, ambulance, Hospital etc.

• To aware labour what to do during fire.

• To identify suitable location together at one point.

• First Aid Box will be provided at identified Place within Site.

• In case of minor injury, First Aid box will use.

• In case of medium injury, nearer local doctor will call (approx. 01 km)

• In case of major injury, call 108 For Ambulance.

• Safety belt will be provided to those working at height.

• Adequate PPE’S like Helmet, Gumboot/Safety shoes, manjar pat, Safety Net,

• Safety goggles will be provided to those engaged in material loading / unloading activity.

• We will make a policy to take labour license, W.C. policy and other Government applicable

laws for our owned worked, labour contractors.

• All electric wire will be kept in PVC flexible pipeline to avoid its direct contact with wet floor or

human body.

Adequate fire protection facilities will be installed including fire detectors, fire alarm and fire

fighting system to guard the building against fires. All fire protection facilities will be designed

as per the National Building Code given in 2005.

There shall be provision of natural & mechanical ventilation and LED lighting in basement.

Ventilation, Lighting Arrangements And Co Sensors:

Also we will install CO sensors in the basement, shown in Basement plan.

The installation of a gas detection system in underground car parks allows an audible alarm to

indicate any area where the buildup of carbon monoxide (CO) from vehicle emissions reaches

dangerous levels. All sensors will be kept at an alarm level of 1.0 mg/m3. Thus, as & when CO

level increase beyond 1.0 mg/m3

We will provide air ventilator at 14 locations to maintain oxygen level in basement area. We will

also provide two oxygen level sensors with alarm system at opposite corner of basement area.

We will also provide exhaust fan at each ventilator. The said exhaust fan will also not disturb the

surrounding people.

, automatic sensors will detect which will direct to start

mechanical ventilation system (forced exhaust fan).

Normal Air requirement is 20 mAir Requirement for Basement:

3

Safety & Health By Dr. K. U. Mistry]

per person per hour. [Ref: Book - Fundamentals of Industrial

No. of Car to be park in both basement = 458

Max. No. of car driver stay at a single time = 458

Total Air required for them = 458 x 20 = 9160 m3

We will provide 14 nos. of exhaust fan in basement area each having air exhaust capacity =

700 m

/ hr

3

Total air exhaust capacity becomes 14 x 700 = 9800 m

/hr. 3

The location of exhaust fan will be kept in such a way that there shall be no any influence on

surrounding people.

/hr, which will be adequate for

basement area.

All exhaust fan will be well lubricated & maintain to prevent its noise.

ANNEXURE – 15 DETAILS OF TRAFFIC STUDY

• An actual Traffic survey has been carried out on the road of Project site to Surat-

Kadodara Road (60 m wide road).

Traffic Study:

• The traffic survey shows the existing scenario and expected scenario after the proposed

project.

• Location of Survey: At the junction of Project Site & Surat- Kadodara Road (At Bharat Cancer Hospital & Research Institute)

Time 8am – 9am 9am – 10am 10am – 11am 5pm – 6pm 6pm – 7pm 7pm – 8pm TOTAL

PCU NO. PCU NO. PCU NO. PCU NO. PCU NO. PCU NO. PCU Cycle 17 8.5 21 10.5 13 6.5 25 12.5 14 7 9 4.5 49.5 Cart 1 3 0 0 0 0 1 3 0 0 0 0 6 2 wheelers 27 13.5 32 16 39 19.5 35 17.5 48 24 37 18.5 109 3 wheelers 29 34.8 34 40.8 30 36 42 50.4 38 45.6 32 38.4 246 4 wheelers 22 22 29 29 45 45 37 37 43 43 28 28 204 Small truck 8 17.6 5 11 6 13.2 10 22 12 26.4 10 22 112.2 Bus 8 17.6 12 26.4 16 35.2 19 41.8 14 30.8 13 28.6 180.4 LCV 7 9.8 11 15.4 16 22.4 12 16.8 18 25.2 22 30.8 120.4 Tractor 3 12 1 4 2 8 5 20 2 8 2 8 60 Multi Axel 0 0 2 8 1 4 2 8 1 4 3 12 36

Total 122 138.8 147 161.1 168 189.8 188 229 190 214 156 190.8 1123.5

Proposed Traffic to be Merged due to Project

Time

:

Average During day time During Peak Hours (6pm – 7pm) NO. PCU NO. PCU

Cycle 350 175 105 52.5 Two Wheeler 1700 850 500 250 Four Wheeler 1370 1370 200 200 Three Wheeler 600 720 100 120 Light Commercial Vehicle (LCV) 1900 2660 500 700

Total 6100 5775 1405 1322.5

Traffic Scenario and Level of Service (LOS) after proposed project:

Name of Road Description Existing Scenario

Expected Scenario after proposed project

Project Site to Surat- Kadodara

Road (60 m wide)

V * ( PCU / hr ) 214 214 + 1322.5*** = 1536.5 C ** ( PCU / hr ) 6000 6000 V / C Ratio 0.04 0.3 Level of Service A B

Guidelines for capacity of urban Roads in plain area:

(Source: - Indian Roads Congress (IRC) code no. IRC: 106-1990)

Range ( V / C Ratio ) LOS 0 to 0.2 A ( Excellent )

0.2 to 0.4 B ( Very Good ) 0.4 to 0.6 C ( Good ) 0.6 to 0.8 D ( Fair ) 0.8 to 1.0 E ( Poor )

* Indicates maximum PCUs per hour on each road. ** Indicates carrying capacity of existing roads as per India Road Congress (IRC 86: 1983) *** Indicates that it is assumed that maximum number of 204 PCU (i.e. 204 x 1 = 204 cars ) will come to the proposed project within an hour at time of the day.

Conclusion

Thus, it clearly seems that existing traffic scenario having LOS “A” will become level B type due to the proposed traffic impact.

NOTE : Traffic survey will be carried out after considering extra F.S.I to be granted from

GoG.

SR. NO. VEHICLE TYPE PCU TYPE 1 Two wheeler 0.5 2 Auto Rickshaw( 3 W ) 1.2 3 Chakkada ( 3 W ) ( Goods or passenger ) 1.2 4 Car / Jeep / Van 1.0 5 Mini Bus 1.4 6 Bus 2.2 7 Light Commercial Vehicle ( LCV ) 1.4 8 2 – Axle Truck 2.2 9 3 – Axle Truck 2.2 10 M – Axle Truck 4.0 11 Tractor 4.0 12 Cycle 0.5 13 Animal Drawn 3.0 14 Other 3.0

Name of Road Description Existing Scenario

Expected Scenario After Project completion

Surat - Kadodara Road (60 m wide road)

Levels of service ( LOS ) A B

DETAILS OF TRAFFIC MOVEMENT PLAN :

Our project is textile house. Total textile house will be 255.

Our loading-unloading activity will be carried out in small tempo of size 2.0 m x 3.0 m.

Loading-unloading activity will take approximate 30 min for each tempo.

For one textile house maximum loading-unloading activity will be 6 per day. Totaling

loading/unloading activity trip will become 1530 nos.

We have proposed (69 x 13), (82 x 3), (125 x 4), (70 x 2 ) m2

Considering, 10 % tempo (8 Nos.) loading-unloading at a single time, space required for 8

tempos will already available at surface and balance will take another 30 min time. Thus in

one hour, 250 Nos. tempo can carryout loading and unloading activity.

open surface parking at where

maximum 250 tempos can park and carryout their loading and unloading activity

simultaneously. Thus every 30 min, 46 tempos will be ready for material dispatch.

After completion of loading-unloading activity for any tempo, the vacant place will be filled by

next turn tempo which will under waiting.

Thus, the entire process will reroute at every 30 min and total 250 x 13 (Working hours) x 2.0

(loading-unloading duration) = 6500 tempos can carry its activity in a working day time. Thus,

only surface area is adequate for loading and unloading of approximate 1196 tempos.

For loading-unloading activity and goods storage at upper basement, it will require maximum

2.0 m x 6.0 m space both for tempo & material storage.

In upper basement length & width of basement is 117.00 m x 135.00 m respectively. The

loading-unloading activity will be carried out at periphery of basement. Thus, approximate

(117.00 x 2)/2.5 + (135.00 x 2)/2.5 = 202 tempos & material will park for loading-unloading

activity.

For rest central parking area in upper basement & lower basement will be utilized for two

wheelers & four wheelers parking.

Maximum travel distance for loading-unloading activity from goods lift to each vehicle should

not be more than 30 meters.

The entire traffic will be managed by trained security staff.

Thus, in our project there shall be no any chance of higher traffic or outer side traffic scenario.

There will be 7.50 m width of internal road for easy movement of traffic and traffic direction will

also maintained by traffic sign and security guard. There will be provision of separate entry

and exit for easy movement of traffic at ground floor, upper & lower basement floor.

ANNEXURE – 17

ENVIRONMETAL MANAGEMENT PLAN

Introduction:

The Environmental Management Plan (EMP) is a site specific plan developed to ensure that the

project is implemented in an environmentally sustainable manner where all stakeholders

including the project proponents, contractors and subcontractors understand the potential

environmental risks arising from the proposed project and take appropriate actions to properly

manage that risk. Adequate environmental management measures need to be incorporated

during the entire planning, construction and operating stages of the project to minimize any

adverse environmental impact and assure sustainable development of the area.

The EMP is proactive in nature and should be upgraded if new facilities or modification of

existing facilities, with environmental concerns, come up at a later stage. The key benefits of

the EMP are that, it provides the organization with means of managing its environmental

performance thereby allowing it to contribute to improved environmental quality.

Objective of Environmental Management Plan:

The main objectives in formulating this environmental management plan are:

• To treat all the pollutants viz. air, liquid and solid, which contribute to the degradation of the

environment, with appropriate technology.

• To comply with all regulations stipulated by the central / state pollution control boards related

to gaseous emissions, liquid effluent and solid / hazardous wastes discharges as per air,

water and environment pollution control laws / rules.

• To create good living conditions for all surrounding residents and labors working in each

units.

• To reduce fire and accident hazards.

• Prevention and mitigation of adverse environmental impacts.

• Prevention of any future activity that might adversely affect the environmental resource or an

attribute.

• Minimization of the extent, magnitude and/or duration of the adverse impacts.

Environmental Management Plan

Sr. No.

Potential Impact Action Parameters for

Monitoring Timing

I. CONSTRUCTION PHASE 1. Air Emissions All equipments are oper-

ated within specified design parameters.

Random checks of equipment logs/manuals

Construction activities

Vehicle trips to be minimized to the extent

possible

Vehicle logs During site clearing and construction

activities Any dry, dusty materials

stored in sealed containers or prevented from blowing.

Absence of stockpiles or open containers of dusty

material

Construction activities

Compaction of soil during various construction

activities

Construction logs Construction activities

Ambient air quality within the premises of the

proposed project to be monitored.

The ambient air quality will conform to the

standards for PM, SO2 and NOx

As per requirement of Gujarat State Pollution Control

Board . 2. Noise List of all noise generating

machinery onsite along with age to be prepared.

Equipment logs, noise reading

During construction phase

Equipment to be maintained in good working

order.

Equipment logs, noise reading


Night working to be minimized

Working hour records Construction activities

Generation of vehicular noise

Maintenance records of vehicles


Implement good working practices (equipment

selection and sitting) to minimize noise and also reduce its impacts on hu-

man health (ear muffs, safe distances, and enclosures).

Site working practices records, noise reading


Acoustic mufflers / enclo-sures to be provided in

large engines

Mufflers / enclosures in place.

Prior to use of equipment

Noise to be monitored in ambient air within the plant

premises.

Noise reading As per requirement of Gujarat State Pollution Control

Board or quarterly whichever is lesser

The Noise level will not exceed the permissible limit both during day and night

times. All equipment operated within specified design

parameters.

Random checks of equipment logs/ manuals


Vehicle trips to be mini-mized to the extent possible

Vehicle logs During construction phase

Sr. No.


Monitoring Timing

3. Wastewater Discharge

No untreated discharge to be made to surface water,

groundwater or soil.

No discharge hoses in vicinity of watercourses.


The discharge point should be selected properly and sampling and analysis

should be undertaken prior to discharge

Discharge norms for effluents as given in

consent to operate by Gujarat State Pollution

Control Board.


Take care in disposal of wastewater generated such that soil and groundwater resources are protected.

Discharge norms for effluents as given in

consent to operate by Gujarat State Pollution

Control Board.


4. Soil Erosion Minimize area extent of site clearance, by staying within

the defined boundaries

Site boundaries not extended / breached as

per plan document.


Protect topsoil stockpile where possible at edge of

site.

Effective cover in place. During construction phase

5. Drainage and effluent

management

Ensure drainage system and specific design

measures are working effectively.

Visual inspection of drainage and records

thereof


The design to incorporate existing drainage pattern and avoid disturbing the

same. 6. Waste

management Implement waste

management plan that identifies and characterizes

every waste arising associated with proposed

activities and which identifies the procedures for

collection, handling and disposal of each waste

arising.

Comprehensive Waste Management Plan in

place and available for inspection on-site.

Compliance with MSW Rules, 1998 and

Hazardous Wastes (Management and

Handling Rules), 2003

Prior to site clearance

7. Qualified Construction Safety Officer

Plan to be drawn up, considering likely

emergencies and steps required to prevent/limit

consequences.

To adopt a safe procedure for each construction

activity and implement for the same

Mock drills and records of the same.

Log book for PPE’s or Mock drills and records

of the same

During Construction phase

8. Environmental Management

Cell/Unit

The Environmental Management Cell/Unit is to

be set up to ensure implementation and

monitoring of environmental safeguards.

A formal letter from the management indicating

formation of Environment Management Cell


Sr. No.


Monitoring Timing

II. OPERATION PHASE 1. Air emissions Stack emissions from DG

set to be optimized monitored


standards for PM, SO2

During operation phase

and NOx as given by Gujarat State Pollution

Control Board.

Ambient air quality within the premises of the proposed unit to be

monitored.


standards for SPM, SO2


and NOx as given by As per requirement of

Gujarat State Pollution Control Board.

Exhaust from vehicles to be minimized by use of fuel-efficient vehicles and well

maintained vehicles having PUC certificate.

Vehicle logs to be maintained


Vehicle trips to be minimized to the extent

possible

Vehicle logs During operation phase

2. Noise Noise generated from operation of DG set to be optimized and monitored

Maintain record of operations


DG sets to generate less than 75 dB(A) Leq at 0.5 m

from the source

Maintain record of operations


Generation of vehicular noise

Maintain record of vehicles


3. Wastewater discharge

No untreated discharge to be made to surface water,

groundwater or soil.

No discharge hoses in vicinity of watercourses


Take care in disposal of wastewater generated such that soil and groundwater resources are protected

Discharge norms for effluents


4. Drainage and effluent

management

Ensure drainage system and specific design

measures are working effectively.


thereof


Design to incorporate existing drainage pattern and avoid disturbing the

same.


thereof


5. Indoor air contamination

Contaminants such as CO, CO2

Monitoring of indoor air contaminants such as

CO, CO to be reduced by

providing adequate ventilation.

2


.

6. Energy Usage Energy usage for air-conditioning and other

activities to be minimized

Findings of energy audit report


Sr. No.


Monitoring Timing

Conduct annual energy audit for the buildings

7. Emergency preparedness,

such as fire fighting

Fire protection and safety measures to take care of

fire and explosion hazards, to be assessed and steps taken for their prevention.

Mock drill records, on site emergency plan,

evacuation plan


8. Environmental Management

Cell/Unit

The Environment Management Cell/Unit to be

set up to ensure implementation and

monitoring of environmental safeguards.

A formal letter from the management indicating

formation of Environment Management Cell


Environment Management Cell:

The responsibilities of the various members of the environment management cell are as below;

Environment Management Cell

Sr. No. Designation Proposed responsibility 1. Senior Partner Environmental policy and directions

2. Advisor (Environment)

Overall responsibility for environment management and decision making for all environmental issues

3. Working Partner Overall in-charge of operation of environment management facilities; Ensuring legal compliance by properly undertaking activities as laid down by various regulatory agencies from time to time and interacting with the same

4. General Manager Secondary responsibility for environment management and decision making for all environmental issues

5. Site Engineers Ensure environmental monitoring as per appropriate procedures

Environnent Monitoring Plan:

Environment monitoring plan is as given below:

Environment Monitoring Plan

Sr. No. Activity Schedule

Air Pollution Monitoring

1. Ambient air monitoring of parameters specified by CPCB from time to time within the project premises.

Once three month

2. Ambient air monitoring of parameters specified by CPCB from time at four stations outside the project site.

Once in a every season at each station

Water Pollution Monitoring

3. Monitoring of one sample of groundwater at site/nearby location. Parameters are essential parameters as per IS: 10500: 1991

Once in every season

Noise Quality Monitoring

4. Noise in the ambient atmosphere inside the premises and surrounding area.

Once in a six months

Solid Waste Generation Monitoring/Record Keeping

5. Records of generation, storage, transportation and disposal of solid/hazardous wastes.

To be updated daily

Environment Budget Allocation:

Total capital cost and recurring cost/annum earmarked by project proponent on environmental matters is as given below;

Environment Budget Allocation

Sr. No. Particulars

Approximate recurring cost per

annum (Rs. In Lacs)

Approximate Capital cost (Rs. In Lacs)

1. Air pollution 0.50 1.00

2. Water pollution 0.50 1.00

3. Solid and hazardous waste management 0.50 0.50

4. Green belt development 0.35 1.25

5. Rain water harvesting 0.50 4.00

Total 2.35 7.75

Greenbelt Development Plan:

Plants grown in such a way as to function as pollutant filters are collectively referred as green

belts. They act as a pollutant filter for particulate matter and gaseous emissions which are

generated from various activities like vehicular emissions, D. G sets operation. It will also help

to reduce noise pollution.

Development of green belt is not only minimizes these impacts but also improves the aesthetic

environment of the region and providing possible habitats of birds and animals. Therefore,

Green belt development plan has been proposed within the project area.

Total 1734.00 m2 area will be developed as greenbelt area within the project premises. Approx.

1239 m2 area will be developed as Lawn area and Tree Plantation will be carried out in 495 m2

area at periphery of the project.

Design of Green Belt: Source & Receptor oriented approaches are recognized while designing the green belts. Both

these approaches have their own advantages and disadvantages. To ensure a permanent

green shield around the periphery planting is recommended in two phases.

• In the first phase, one row of evergreen and fast growing trees (which grows up to 10-15 m)

with maturity period of around three years shall be planted at 5.0 m interval along with fast

growing ground covers to enhance the water holding capacity, improve the organic content

and check the soil erosion.

• In the second phase after eighteen months, second row of trees with large leaf surface area

with large ever green canopy and longer life span shall be planted at 5.0 m intervals.

• For effective removal of pollutants by plant species, it is necessary that,

Species tolerant to air pollutants like PM, SO2 and NOx

It should be fast growing & provide optimum penetrability.

. It should be efficient in

absorbing pollutants without significant effects on plant growth.

It should be perennial, evergreen and indigenous.

It should have large leaf area index and thick canopy cover.

It should be wind-firm and deep rooted.

Species to help create air turbulence & mixing within the belt.

Selection of plant species would be done on the basis of their adaptability to the existing

geographical condition and useful for birds. Doing development of the green belt within the

project area, it has to be emphasized that those native plant species would be planted which

are having good ornamental values, and are fast growing with excellent canopy cover. The list

of plant species, proposed to be planted are mentioned in below table;

Proposed Trees for Green Belt

Sr. No. Name of the Tree Quantity

1. Asopalav 26

2. Bamboo Bas 18

3. Coconut Palm Tree 12

4. Neem Tree 16

5. Gulmohor 11

TOTAL 83

It is presumed that the selected plants will be grown as per normal horticultural practice and the

authorities responsible for the plantation will make adequate provisions for water & protection of

the saplings.

E X

I.

K H

A D

I

24.00 MT.

18.00 MT.

61

62

63

64

65

66

Adj.

Mag

ob

khadi

257 256

253/P

255

254

239/p

252

240

238/p239/p 236

235

234/p 233

247

237

226

227230

231

232

202

212

229

228225

224 288

223 B220

213

211

214

218219

221

222

223/A

203205

206204

201

209

200

180

178208

217 216 159/P

158/P

156

215

157/P

162/A

162/B/P

163

164

165

161/A

177

210 160

176

174

173

172

166

139

167

168/P

170

134

290

122

124

126

127/P

125

132

129

14

16/A

15

17

152/P

179

199

183

182

287

62

63

55 57 49/p

253/p

251

242

234/p

243

245

246

249

250

197/B

196

198

195

194

193

191

190192

188

3

4/A

185

186

184

6 5

130

133

138

135

131

53

52

51 50/B/1 TO 6,8,9 49/p

33

32/P

34/P

35

2827/A

2429

26

3025

258/P

TO SAROLI GAM

BR

IDG

E

BRI DGE

BRI DGE

171175

16/B

60

54

TO SANIYA HEMAD

61

285

48/p

31

13

259

260

144

117

151

142/p

AAMBA VADI

23

261

27/B

2021

22

19/P1

56/A

56/B

59/A 186

64

47

284

266

265

267

268269

270

275

280+281

276

283

271

272/B

264258/P

277

279

128

121/P

113/pk

116

118/P

119

140

137136/P

141/A/p

120

12

181

8

9

11107

244

248

207

187

189

2

1

4/B

18

282

278

TO KADODARA

TO SAHARA DARWAJATO KADODARA

TO SAHARA DARWAJA

TO KADODARA

TO SAHARA DARWAJA

TO KADODARA

TO SAHARA DARWAJA

TO KADODARA

TO SAHARA DARWAJA

TO KADODA RA

TO SAHARA DARWAJA

TO KADODA RATO SAHARA DARWAJA

TO KADODARA

TO SAHARA DARWAJA

TO KADODARA

TO SAHARA DARWAJA

TO KADODARA

TO SAHARA DARWAJATO KADODARA

TO SAHARA DARWAJA

TO SANIYA HEMAD

TO SANIYA HEMAD

TO SANIYA HEMAD

TO

SA

RO

LI G

AM

TO S

ARO

LI GA

M

TO

PU

NA

GAM

42

59/B

D P

. R

O A

D

137 138

133/2

187

122

123

121/1

116

127/1

120/2

129

130

131

140

18

15

14

39

188

186

95

96

118

117/2

112/2

111

98

109

110

99

94/A

93

101

103

12

13

49 47

117/1

119

106 107/1

104

100

92

91

121/2

128/1

48

45

46

97

120/1

115

114113

107/2

112/2

128/2

127/2

107/2

0205

04

30

16

1719

183

185

143/1

139

144/2

143/2

141

142

135

134

136

155/1

145

177

108/2

179

01

146 147 150

151 149

148

152

03

153

166

167

164

163

169

160

159

165

154 157 182

156

158

184

168

170/1

173 174

144/1

176

175

67891011

20/P

172/B/1

TO P

UNA

GAM

TO SAROLI GAM

TO SAHARA DARWAJATO SAHARA DARWAJA

TO SAHARA DARWAJA

TO SAHARA DARWAJA

TO KADODARA

TO SAHARA DARWAJA

TO KADO DARA

TO SAHARA DARWAJA

AD

JOIN

ING

TP

SC

HEM

E N

O 1

9 (

PARVAT -

MAG

OB )

ADJOINING TP SCHEME NO 17 ( PUNA )

52

53

54

55 56

5758

70 72

71

7374

75

121122

143

145

144

147

189190191

193 192188

187186

185

182

184

183 180

181

175

176

177

179

178

172/B48/p171/B

173/1174

167

168

166171/A172/A

170

165

163

162

16459/A

58/P

161

148

149 150/A

151

152

158

157

160

159

156/B

156/A154

155

137

136/1

135

134

133

138

141/B/P

142

141

140

132

131

130

128155/P

154/P

153/P

110

111

109

106

105

108

10794

97 101 102

1009998

17

1615

19 18

22

21

23

104103

96

93

92

91

90

95

87

86

85

82

83

78

89

88

79119

117

118

76

68

69

67

49

50

5148/248/1

62 61

65

63

64

42

4140

44

43

47

45

46

34

31/A

38/A

36 37

8138/B

28

2930/A

27

26127

114

112

113/A

123

124/A

120

116

115126

153

218

219/A

217

216

32

194197

196

204

203

205

198

199

201

200

202

213

212214

211

209/A

207

208

210

221

220

169

146

139168/P

77

66

60

59

195

80

8424

25

20

39

215

223

235 236237

224/1

225/A

230

228

231

233

234

238

239

243

244

232

262

245

246

240

241

242

248249

250

251

252

253

254

260

273

261

263256

257259

258

255

265

264/1

272

274

290

275

276

277 278 279

281

280

291

292

289

288

287

282

283

284

286

285

295

293/B

294

296

298

299

300/A

305

304

301

302 303

309

310

308307

312

314

313

316

315

318

319

320

224/2222/2 222/3

266

306

300/A

366 365

367

368

369

364

325

363 360

362

326

359/1

328

327

329

330

331 332333

334335

357

358

336

337338

340

341

343

347348349350

351352

353

354

356

355

KHADI

KHADI

219

214

39/P

Shree badiya dev

15 16

19

20

21 2223

2425

28 29

PLINTH

BUS STAND

216

218

71 70

217

3/P

2

6

78

9

10

11

12 13

18

31 + 32

1

11

12

34

5

6

78

9

12

13

14

317

206

263

40

238/p

129

136/2

121/P121/P

123/P 123/P

197/A

19/P2

58/P

3837

39/P

20/P

20/P

20/P

323

322

32414/B

14/C14/D

33/B

33/A

35

209/B

222/1

226/1

32114/A

342

12/1

34

5

6

78

159/P158/P

157/P

162/B/P

153/P

154/P

155/P

142/p

152/P

118/P

136/P

141/B/P

141/A/p

121/P

161227 229

48/p

32/P

34/P

REST PART OF S

AROLI

REST PA

RT O

F SARO

LI

REST PART OF SAROLI

REST PART OF SANIA HEMAD

REST PART O

F SANIA HEMAD


REST PA

RT O

F SAN

IA H

EM

AD


REST PART OF KUMBHARIA

REST P

ART O

F KU

MBH

ARIA

REST P

ART OF K

UMBHARIA

REST PART OF DEVADH

REST PART OF DEVADH

2/2

AD

JOIN

ING

TP S

CH

EM

E N

O 6

0 (

PU

NA )

BRIDGE

BRIDGE

19

30/B

31/B

150/B

127/P

113/B 161/B

169125

124/B

10

311

94/B

293/A

124

125

269

270

133/1

132

126

267

268

271

6

5

4

3

1496

1012

1265

1496

1380

1496

2

1

71264

759

898

828

898

898

607

758

125

756

294 293/1 293/2

286

287

285

ADJOIN

ING TP

SCHEME N

O 60 (

PUNA )

219/B

225/B

264/2

264/3296

297

297/1

297/2

300/A

300/B

N

SCALE: 1CM = 30 MT.

377

173/2

359/2

226/2

CANAL

CANAL

KHADI

KHADI

KHADI

KHADI

KHADI

KHADI

KHADI

KHADIKHAD

I

7273

7468

49

48

69

46+47

67/p67/p

AD

JOIN

ING

TP

SC

HEM

E N

O.

64

( D

UM

BH

AL-

MAG

OB)

ADJO

ININ

G T

P SCHEM

E NO

. 64

( DUM

BHAL-

MAG

OB)

ADJOINING TP SCHEME NO. 61

( PARVAT - GODADRA)

RESIDENTIAL

GARDEN

COMMERCIAL

S.E.W.S. PUBLICUTILITY

SCHOOLN &PLAY-GROUND

LEGEND

EXISTING STRUCTURE

T.P.S. BOUNDARY

BLOCK BOUNDARY

VILLAGE BOUNDARY

BLOCK NO.

O.P. BOUNDARY

O.P. NO.

F.P. BOUNDARY

F.P. NO.

PUBLICPURPOSE

T.P. / D.P.ROAD

34

34

SENIOR TOWN PLANNER CHIEF EXECUTIVE AUTHORITY

PLAN NO. 3ORIGINAL PLOT & FINAL PLOT.

34

H.T. LINE

DRAFT TOWN PLANNING SCHEME NO. 35 ( KUMBHARIA - SAROLI - SANIA HEMAD - DEVADH )

SUDA : SURAT.

50/A+50/B/7

PLAN NO. 3ORIGINAL PLOT & FINAL PLOT.

222/1222/1

60.00 MT. W I D E D. P. R O A D

60.00 MT. W I D E D. P. R O A D

24.00 MT. W I D

E D. P. R O A D

45.0

0 M

T. W

I D

E

D. P

. R

O A

D

45.0

0 M

T. W

I D

E

D. P

. R

O A

D45

.00

MT.

W I

D E

D

. P.

R O

A D

45.00 MT. W I D E D. P. R O A D

30.0

0 M

T. W

I D

E

R O

A D

18.00 MT. W I D

E R O A D

18.0

0 M

T. W

I D

E

R O

A D

18.0

0 M

T. W

IDE

RO

AD

18.0

0 M

T. W

I D

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R O

A D

18.0

0 M

T. W

I D

E

R O

A D

18.0

0 M

T. W

I D

E

R O

A D

30.0

0 M

T. W

I D

E

R O

A D

30.0

0 M

T. W

I D

E

R O

A D

18.0

0 M

T. W

I D

E

R O

A D

18.0

0 M

T. W

I D

E

R O

A D

12.00 MT. W I D E R O A D


18.00 MT. W I D E R O A D18.00 MT. W I D E R O A D

18.00 MT. W I D E R O A D 18.00 MT. W I D E R O A D 18.00 MT. W I D E R O A D18.00 MT. W I D E R O A D


18.00 MT. W I D E R O A D18.00 MT. W I D E R O A D





9.00 MT. R O A D

18.0

0 M

T. W

I D

E

R O

A D

18.0

0 M

T. W

I D

E

R O

A D

12.0

0 M

T. W

I D

E

R O

A D



18.00 MT. W

I D E R

O A D

18.00 MT. R

O A D

12.00 MT. R

O A D

12.00 MT. R

O A D


6.00 MT.

9.00 MT.

9.00 MT.

18.00 MT. R O A D

9.00

MT.


12.00 MT. R

O A

D

12.00 MT.


9.00

MT.

W I

D E

R

O A

D

9.00 MT. R O A D


18.00 MT. R O A D

12.00 MT. R O A D

7.50 MT.18.00 MT. R

O A D

12.00 MT. R O A D

18.00 MT. R

O A D

18.00 MT.

18.0

0 M

T.

12.00 MT.

18.00 MT. W

I D E

R O

A D18.00 M

T. 18.00 M

T. R O

A D


18.00 MT. R

O A D

12.00 MT.

18.00 MT .W

IDE R

OAD

12.00 MT .WIDE ROAD

18.00 MT .W

IDE R

OAD

18.00 MT .W

IDE R

OAD

18.0

0 M

T. W

I D

E R

O A

D


24.00 MT. R O A D

9.00 MT. ROAD

9.00

MT.

RO

AD

18.00 MT. W

IDE R

OAD

9.00 MT. ROAD

18.00 MT. WIDE ROAD

9.00 MT. R

OAD

12.00 MT. ROAD

24.00 MT. W I D E D. P. R O A D

12.00 MT. R

OAD

18.00 MT. ROAD

18.0

0 M

T. R

OA

D

18.00 MT. ROAD

18.00 MT. R

OAD

18.00 MT. ROAD

12.0

0 M

T. R

OA

D


12.00 MT. W I D

E R O A D

12.00 MT. W I D

E R O A D

30.0

0 M

T. W

I D

E

R O

A D

18.0

0 M

T. W

I D

E

R O

A D

18.0

0 M

T. W

I D

E

R O

A D

18.00 MT .W

IDE R

OAD

24.00 MT. R O A D


9.00 MT.

9.00 MT. R O A D

12.0

0 M

T

30.0

0 M

T


18.0

0 M

T.

9.00

MT.

9.00 MT.

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Compliance of the Environment Clearance [PROJECT: AMBIKA TEXTILE HUB]

PROJECT: AMBIKA TEXTILE HUB (Old Name: - AMBIKA RESIDENCY) M/s. BHAVANI CONSTRUCTION (Old: - M/s. A. R. SANGANI)

No. SEIAA/GUJ/EC/8(a)/95/2013 Date: 10/05/2013

• Compliance of the Environment Clearance yet not required. Because till date, no

construction activity is carried out.

ANNEXURE – 27

CSR ACTIVITY

We have proposed following CSR activity for the nearby village/area:

We have visited Government School located in Village Devadh & discussed with

their regarding infrastructure requirement and concluded that they need benches &

water cooler.

Accordingly, we hereby assure you to provide all above requirement upon getting

EC with approx. cost of Rs. 1 to 2 Lacs as a part of our CSR activity.

ANNEXURE-27 (b)

Following energy conservation measures will be adopted for the proposed project.

ENERGY CONSERVATION MEASURES

There shall be use of LED lighting fixtures in the common, passage, garden and basement area.

All LED light will be run by solar panel Maximum utilization of natural light.

Reflective/White Tiles will be used on terrace floor.

Appropriate design to shut out excess heat and gain loss.

Maximum utilization of natural light.

We will provide VF drive for all pressure booster pumps.

Aerated block [Cement + Fly Ash + Air mixture] will be used to reduce heat stress inside building.

• Total water requirement: 31.00 m

ENERGY SAVING IN WATER SUPPLY MANAGEMENT: 3

• Capacity of pump require: 5.0 HP, Flow - 5 m

/day.

3

• Energy require 3.73 KWH for 5.0 HP capacity having : 3.73 x 06 = 22.38 KW

/hr considering 6 hr utilization.

• Considering use of LED lighting fixtures in the common, passage, garden and basement area, energy required per building will be 0.5 KWH. Considering 12 hr utilization, energy required: 12 x 0.5 = 6.0 KW

• Thus, total energy required for water supply and common lighting will be (22.38 + 06.00) = 28.38 KW.

• Three solar panel will be proposed at terrace each having capacity : 1.0 KWH

• Day time working of solar penal 10 hr total energy produce per tower 1.0 x 10 = 10 KW

• Total energy produce by solar penal is 10 x 3 = 30 KW.

• Considering use of LED lighting fixtures in the common, passage, garden and basement area,

energy required per building will be 0.5 KWH.

• Totak energy becomes 28.38 + 0.5 = 28.88 < 30 KVA

• There For We Will Install Solar Penal Of Capacity 1.0 KWH Per Building.

• NOTE : Energy conservation will be carried out after considering extra F.S.I to be granted from GoG.

Date post:	29-Apr-2023
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APPENDIX I - Environmental Clearance

Documents