form i i. basic information · 2016. 12. 2. · village thervoykandigai tehsil gummidipoondi...

FORM I

I. Basic Information

S.No Item Details

1. Name of the Project “Manufacturing of Synthetic Resins and AlliedChemicals Products”

2. S. No. in the Schedule 5(f)

3. Proposed Capacity/area/length/tonnage

to be handled/command area/lease

area/number of wells to be drilled.

Area: 5 Acres (20,234.30 Sq.mt).

Proposed Capacity Total: 64,800 MTA.

48000 MTA (16 nos)– Synthetic Organic Chemicals.

16800 MTA (2 nos) – Paints

S. No Products NameTotal proposed

Capacity (MTA)Synthetic OrganicChemicals

48,000

1 Alkyd Resin2 Rosin Estergums3 Phenolic Resins

4Rosin ModifiedMaleic

5 Polyester Resins6 Amino Resin7 Polyamide Resin8 Ketonic Resin

9Acrylic Resins &Emulsions

10CNSL & CardanolResins

11Synthetic Resins &Varnishes

12 Gum Rosin13 Terpene Chemicals14 Thinners15 Industrial Solvents16 Epoxy Esters

Paint Products17 Solvent Base Paint 4,80018 Water Base Paint 12,000

Total 64,800

4. New/Expansion/Modernization New

S.No Item Details

5. Existing capacity/Area etc., New Project.

6. Category of Project i.e. ‘A’ or ‘B’ ‘A’ – Due to interstate boundary 3.8 Km, WNW, from

TN to AP.

7. Does it attract the general condition? If

yes please specify.

Yes. The interstate boundary 3.4 Km

8. Does it attract the specific condition?

If yes please specify.

Yes. The proposed project site is located in Notified

industrial area SIPCOT, Thervoykandigai, Tamil Nadu.

9. Location A-11/2B-1, SIPCOT Industrial Area.

1. 13° 22.028'N; 79° 59.377'E.

2. 13° 22.024'N; 79° 59.261'E.

3. 13° 22.075'N; 79° 59.261'E.

4. 13° 22.080'N; 79° 59.377'E.

Topo sheet No: 57-O/15, 66-C/03.

Plot/survey/khasra No. Plot No. A-11/2B-1

Village Thervoykandigai

Tehsil Gummidipoondi

District Thiruvallur

State Tamil Nadu

10. Nearest Railway station/Airport along

with the distance in Kms.

Gummidipoondi Railway station : 24.6 Km, E

Chennai Airport: 73 Km, SSE

11. Nearest town, city, District Head

quarters along with distance in kms.

Nearest Town: Gummidipoondi: 17 Km, E.

Nearest City: Chennai, 57 Km, SE.

DHQ: Thiruvallur, 12.75 Km, S.

S.No Item Details

12. Village Panchayats, Zilla Parishad,

Municipal Corporation, Local Body

(complete postal addresses with phone

nos. to be given)

Thervoykandigai Village Panchayat,

Gummidipoondi Taluk,

Thiruvallur- District,

Tamil Nadu. 601202.

13. Name of the applicant Mr. Yash Churiwala (Partner)

14. Registered AddressP-41, Princep Street, 5th Floor, Kolkata-700072.

15. Address for Correspondence M/s. Hindustan Resins & Terpenes

Name Mr. Yash Churiwala

Designation (Owner/Partner/CEO) Partner

Address 10, Perianna Maistry Street, Chennai-600001, TamilNadu.

Pin Code 600001.

E – mail [email protected]

Telephone No. Tel: 044-25221065,

Mobile: +91-9874929949.

16. Details of Alternative sites examined,

if any. Location of these sites should

be shown on a topo sheet.

None,

Since the connectivity of the project site to SH, NH,Railway Station, Seaport & Airport is good and all theinfrastructures available in the SIPCOT industrial areaare advantageous for the project.

17. Interlinked Projects None.

18. Whether separate application of

interlinked project has been submitted.

NA

S.No Item Details

19. If yes, date of submission NA

20. If no, reason Stand alone project.

21. Whether the proposal involves

approval/clearance under: if yes,

details of the same and their status to

be given.

(a) The Forest Conservation Act,

1980?

(b) The Wildlife Protection Act,

1972?

(c) The C.R.Z notification, 1991?

NA since notified industrial area.

22 Whether there is any Government

Order/Policy relevant/relating to the

site?

NA

23. Forest Land involved (hectares) NA

24. Whether there is any litigation pendingagainst the project and/or land inwhich the project is propose to be setup?

(a) Name of the Court(b) Case No.(c) Orders/directions of the court,

if any and its relevance with theproposed no project.

No.

II. Activity

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

S.No. Information/Checklistconfirmation

Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of

information data

1.1 Permanent or temporarychange in land use, landcover or topographyincluding increase inintensity of land use (withrespect to local and use plan)

Yes Proposed land use pattern,

Land UseArea

Acres Sq. mt %Land coverage area 0.57 2322.90 11.48Road Area 0.50 2023.43 10.00Green belt area 1.65 6677.50 33.00Vacant land 2.28 9210.47 45.52Total 5.00 20234.30 100.00

1.2 Clearance of existing land,vegetation and buildings?

Yes Removal of shrubs and Grass.

1.3 Creation of new land uses? No NA

1.4 Pre-constructioninvestigations e.g. borehouses, soil testing?

Yes Soil Testing Conducted.

Report provided in Annexure-1.

1.5 Construction works? Yes Land use change as below will occur:

Construction Blocks:Production Blocks, Utility, ETP Structural support,Raw materials and finished products ware house&Tank Farms.

1.6 Demolition works? No NA

1.7 Temporary sites used forconstruction works orHousing of constructionworkers?

No The local labors will be utilized for the constructionpurpose, so no housing facility is proposed for theconstruction workers.

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

Yes Above ground works as below will be implemented:

Construction Blocks:Production blocks, Utility Blocks, ETP Structuralsupport, Raw materials and finished products warehouse, Raw-Material & Finished Goods Tank Farm.



information data

1.9 Underground worksincluding mining ortunneling?

No NA

1.10 Reclamation works? No NA

1.11 Dredging? No NA

1.12 Offshore structures? No NA

1.13 Production andmanufacturing processes?

Yes Production and manufacturing processes of proposedproducts are given in Annexure 2.

1.14 Facilities for storage ofgoods or materials?

Yes The storage facility as below is planned.

Raw materials list, Annexure 6.

S.No

Storage ofCapacity

(MT)

1. Raw materials 1500

2. Solvents 500

3.ProductsStorage

2500

1.15 Facilities for treatment ordisposal of solid waste orliquid effluents?

Yes a. Municipal Solid waste

(50 Employees)

Waste Quantity(kg/day)

Collectionmethod

Disposalmethod

Organic 11.25 DrumsAuthoriseddealer.Inorganic 13.75 Bags

As per CPCB guidelines: MSW per capita/day =0.45

b. Hazardous WasteThe various hazardous wastes generated from theprocess as below:

1. Waste oil/used oil.2. ETP Sludge & Evaporation Salt.



information data

3. Used Filter Cloth.4. Empty containers/Bags.5. Cotton soaked waste.

These wastes will be stored in a isolated area aboveconcrete platform under roof shed. These waste willbe segregated & stored and will be disposed off bygiving it to the TNPCB authorizeddealers/recycler/TSDF within a stipulated period oftime (90 days).

The high calorific value waste like used filter clothetc. will be sent to TSDF Gummudipoondi.

Hazardous waste materials will be properly disposedas per the Hazardous and other Wastes(Management, Handling and trans boundaryMovement) Rules 2016; Agreement will be madewith TSDF approved dealers for safe disposal ofhazardous wastes.

PCB authorization for Hazardous waste disposal willbe obtained.

c. Liquid waste managementSewage 2.4 KLD

Industrial 11 KLD

Major qty of water consumed in theprocess.

Proposed :

STP Capacity: 3 KLD

ETP Capacity: 12 KLD

Electrical Evaporator: 80% Efficiency

RO-1 Capacity: 9 KLD


1.16 Facilities for long termhousing of operational

No Local labors will be utilized. Hence no housingfacilities are required for the workers.



information data

workers?

1.17 New road, rail or sea trafficduring construction oroperation?

No The present road facilities will be utilized for theproposed construction and operation works.

1.18 New road, rail, airwaterborne or other transportinfrastructure including newor altered routes and stations,ports, airports etc?

No The present road facilities will be utilized for theproposed construction and operation works.

1.19 Closure or diversion ofexisting transport routes orinfrastructure leading tochanges in trafficmovements?

No NA

1.20 New or diverted transmissionlines or pipelines?

No NA

1.21 Impoundment, damming,culverting, realignment orother changes to thehydrology of watercoursesor aquifers?

No NA

1.22 Stream crossings? No NA

1.23 Abstraction or transfers ofwater form ground or surfacewaters?

No NA

1.24 Changes in water bodies orthe land surface affectingdrainage or run-off?

No NA

1.25 Transport of personnel ormaterials for construction,operation ordecommissioning?

Yes The existing roadways/facilities of SIPCOT will beused for the transport of materials and personnel.

Through public transports only.

1.26 Long-term dismantling or No NA



information data

decommissioning orrestoration works?

1.27 Ongoing activity duringdecommissioning whichcould have an impact on theenvironment?

No NA

1.28 Influx of people to an areaeither temporarily orpermanently?

Yes The proposed approximate manpower requirementwill be as follows,

Construction Phase: 100 NosOperation Phase: 50 Nos

1.29 Introduction of alien species? No NA

1.30 Loss of native species orgenetic diversity?

No NA

1.31 Any other actions? No NA

2. Use of Natural resources for construction or operation of the Project (such as land, water,materials or energy, especially any resources which are non-renewable or in short supply):

S.No. Information/checklistconfirmation

Yes/

No

Details thereof (with approximatequantities /rates, wherever possible) withsource of information data

2.1 Land especially undeveloped oragricultural land (ha)

Yes Proposed land use pattern,

Land UseArea

Acres Sq. mt %Land coveragearea

0.57 2322.90 11.48

Road Area 0.50 2023.43 10.00Green belt area 1.65 6677.50 33.00Vacant land 2.28 9210.47 45.52Total 5.00 20234.30 100.00

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

Yes Construction Phase:

Quantity: 50 KLD, Source: SIPCOT.

Operation Phase:

Quantity: Total 75 KLD.

Fresh water 63.4 KLD, Source: SIPCOT.

Water supply agreement for 200 KLD will bemade with SIPCOT Authorities.

2.3 Minerals (MT) No NA

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

Yes Construction Blocks:Production blocks, Utility Block, ETP Structuralsupport, Raw materials and finished productsware house & Tank Farm.

Construction Materials:Cement Block, Cement, Steel, blue metals, Sandand gravel will be used in appropriate quantity.

2.5 Forests and timber (source –MT)

No NA

2.6 Energy including electricityand fuels (source, competingusers) Unit: fuel (MT), energy(MW)

Yes

Details Capacity Source

PowerRequirement

400KW

TNEB

Back-up1*380KVA

DG sets

DieselRequirements

Approx.4,500

ltrs/Month

HP/BPCL/IOCL/Reliance

Thermic fluidheater

20Mt/ day

Briquettes/LDO

2.7 Any other natural resources(use appropriate standardunits)

No NA

3. Use, storage, transport, handling or production of substances or materials, which could be harmful tohuman health or the environment or raise concerns about actual or perceived risks to human health.

S.No. Information/Checklist confirmation Yes/No Details thereof (with approximatequantities/rates, wherever possible)with source of information data

3.1 Use of substances or materials, whichare hazardous (as per MSIHC rules) tohuman health or the environment(flora, fauna, and water supplies)

Yes This is a Synthetic organic chemicalsmanufacturing process and solvents willbe used in the process. A separate storagefacility is provided for the storage ofsolvents and Raw materials.

Chemicals are handled as per MSDSguidelines (RMs MSDS Annexure 3 andProducts MSDS Annexure 4).

3.2 Changes in occurrence of disease oraffect disease vectors (e.g. insect orwater borne diseases)

No NA

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

No Only positive impact on welfare ofpeople.

Employment generation of local people.

3.4 Vulnerable groups of people whocould be affected by the project e.g.hospital patients, children, the elderlyetc.,

No Industrial Complex developed bySIPCOT, Tamil Nadu.

3.5 Any other causes No NA

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


Yes

/No

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

4.1 Spoil, overburden ormine wastes

No NA

4.2 Municipal waste(domestic and orcommercial wastes)

Yes MSW: Paper / Card Board, Dust Bin collections, Dry leavesGrass, Metal scrap & Wooden scrap will be recycled/sent toAuthorized dealer.


Yes

/No


4.3 Hazardous wastes (as perHazardous WasteManagement Rules)

Yes Hazardous Waste:The various hazardous wastes generated from the process asbelow:

1. Waste oil/used oil.2. ETP Sludge & Evaporation Salt.3. Used Filter Cloth.4. Empty containers/Bags.5. Cotton soaked waste.

These wastes will be stored in a isolated area above concreteplatform under roof shed. These waste will be segregated &stored and will be disposed off by giving it to the TNPCBauthorized dealers/recycler/TSDF within a stipulated periodof time (90 days).

The high calorific value waste like used filter cloth etc. willbe sent to TSDF Gummudipoondi.

Hazardous waste materials will be properly disposed as perthe Hazardous and other Wastes (Management, Handlingand trans boundary Movement) Rules 2016; Agreement willbe made with TSDF approved dealers for safe disposal ofhazardous wastes.

PCB authorization for Hazardous waste disposal will beobtained.

4.4 Other industrial processwastes

No NA

4.5 Surplus product No NA

4.6 Sewage sludge or othersludge from effluenttreatment

Yes STP sludge will be used as manure for greenbelt development.

4.7 Construction ordemolition wastes

Yes Construction waste e.g., excavated soil used for Land fillup/Road facility.

4.8 Redundant machinery orequipment

Yes Construction machinery will be taken back by the contractor.

Any redundant items during operation will be periodicallysold as per the norms to the approved vendors.

4.9 Contaminated soils or Yes Soil contaminated with cement is used at land fill.


Yes

/No


other materials Construction waste and cement contaminated soil used forroad use/land fill-up.

4.10 Agricultural wastes No NA

4.11 Other solid wastes No NA

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

S. No. Information/Checklist confirmation

Yes/

No

Details thereof (with approximatequantities/rates, wherever possible) withsource of information data

5.1 Emissions from combustion of fossilfuels from stationary or mobile sources


Movement from construction vehicles likeLorries, Trucks, Dumpers, Roller, Excavatorand HVM etc will result in air pollution.

All vehicles need to be used will have PUCcertificate.

Operation Phase:

The movement of the vehicle around theproject site also increases the emission load.

DG sets and Thermic fluid heater will beprovided adequate DG stack height as perPCB norms for safe emission of the fluegases.

5.2 Emissions from production processes Yes All the reactors have condensers to condense

the solvent vapors.

In case of toxic fume emissions, the reactorvents are connected to the scrubber toneutralize the toxic vapors.

5.3 Emissions from materials handlingincluding storage or transport


This will be restricted to the construction

S. No. Information/Checklist confirmation

Yes/

No

Details thereof (with approximatequantities/rates, wherever possible) withsource of information data

phase and construction site only. However,the generation of such emission will be veryminimum.

Operation Phase:

Transportation of materials will be throughclosed system, drums and through pipelines.

5.4 Emissions from construction activitiesincluding plant and equipment

Yes During construction, the dust is minimizedby sprinkling of water and also properstorage.

5.5 Dust or odours from handling ofmaterials including constructionmaterials, sewage and waste

Yes The dust is minimized by water sprinkling.

5.6 Emissions from incineration of waste No No incineration activity is involved

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

No No burning activity is involved

5.8 Emissions from any other sources No NA

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

S.No. Information/Checklist confirmationYes/

No

Details thereof (with approximatequantities/rates, wherever possible)

with source of information data

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

Yes The machineries which will be used forthe construction phase will be of higheststandard. Hence significance impact dueto construction machineries is envisaged.

The DG sets will be in operation onlyduring power failure. Moreover, the DGrooms will be acoustically enclosed.

For ventilation plant, thermopack (duck

S.No. Information/Checklist confirmationYes/

No

Details thereof (with approximatequantities/rates, wherever possible)

with source of information data

insulation) will be provided for reducingthe noise levels.

Noise of existing project is monitored onregular basis and is less than 75 dB (A).

6.2 From industrial or similar processes Yes Noise generation at source will becomplied by keeping the noise within theprescribed limits.

6.3 From construction or demolition Yes Will be controlled with propermaintenance of equipments.

6.4 From blasting or piling No NA

6.5 From construction or operational traffic No Will be controlled through propermaintenance of construction equipments /vehicles.

6.6 From lighting or cooling systems No Negligible.

6.7 From any other sources No NA

7. Risks of contamination of land or water from releases of pollutants into the ground or intosewers, surface waters, groundwater, coastal waters or the sea:

S.No. Information/Checklist confirmation Yes

/No

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

7.1 From handling, storage, use or spillage ofhazardous materials

Yes Storage, handling and spillages ofhazardous material is taken care byfollowing the written procedures (SOPs)and waste disposal is made according tolocal standards.

Proper storage facilities will be provided

S.No. Information/Checklist confirmation Yes

/No


to prevent the risk of contamination.

7.2 From discharge of sewage or othereffluents to water or the land (expectedmode and place of discharge)

No Sewage will be treated in STP andrecycled water will be used forgardening/toilet flushing purpose. Thetreated water from ETP will be used forcooling tower make-up.

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

No Gaseous emission is scrubbed and stackemissions are test performed accordingly /planned.

7.4 From any other sources No NA

7.5 Is there a risk of long term build up ofpollutants in the environment from thesesources?

No NA

8. Risk of accidents during construction or operation of the Project, which could affecthuman health or the environment

S.No. Information/Checklist confirmation Yes/No Details thereof (with approximatequantities/rates, wherever possible) withsource of information data

8.1 From explosions, spillages, fires etcfrom storage, handling, use orproduction of hazardous substances

Yes Hazardous substances like solvents will beused in operational phase.

Proper handling procedures will befollowed as recommended in the MSDSfor the solvents and any hazardousmaterials.

8.2 From any other causes No NA

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

No The project site falls under seismic zone-III according to the Indian StandardSeismic Zoning Map. Further it is notflood prone or landslide prone area.Hence, no risk due to natural hazards isenvisaged. However suitable seismiccoefficients in horizontal and vertical

directions will be adopted while designingthe structures.

9. Factors which should be considered (such as consequential development) which couldlead to environmental effects or the potential for cumulative impacts with other existing orplanned activities in the locality

S. No.

Information/Checklist confirmation Yes/No


9.1 Lead to development of supporting.Facilities, ancillary development ordevelopment stimulated by the projectwhich could have impact on theenvironment e.g.:

• Supporting infrastructure (roads, powersupply, waste or waste water treatment,etc.)

• Housing development

• Extractive industries

• Supply industries

• Other

No The proposed project site located inSIPCOT industrial area with well laidroads, water and Electricity.

Since the unit is in inside SIPCOTindustrial area, no housingdevelopment is proposed.

Not applicable (for Extractiveindustries, Supply industries& others)

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

No NA

9.3 Set a precedent for later developments No NA

9.4 Have cumulative effects due toproximity to other existing or plannedprojects with similar effects

No NA

III. Environmental Sensitivity

S.No. Areas Name/

Identity

Aerial distance (within 15 km.)proposedproject location boundary

1 Areas protected under internationalconventions, national or locallegislation for their ecological,landscape, cultural or other relatedvalue

Yes S.No Name Km1. 1 Thervoy Reserve

Forest2.77 Km(East)

2. 2 Periya Puliyurreserve Forest

1.7 Km(West)

3. 3. Palem RangeReserve Forest

7.8 Km(West)

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

Yes Senkarai Ammaneri Lake- 0.86 Km(North),

Thervoy Kandigai Lake - 0.87 Km (East),

Poovilambedu Pond -5.6 Km (North east),

Kakkavakkam Lake -6.5 Km (South)

Arani River - 8.2 Km (South)

3 Areas used by protected, important orsensitive species of flora or fauna forbreeding, nesting, foraging, resting,over wintering, migration

No NA

4 Inland, coastal, marine or undergroundwaters

No NA

5 State, National boundaries Yes Tamil Nadu-Andhra Pradesh State boundary3.4 Km, WNW.

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

No NA

7 Defence installations No NA

8 Densely populated or built-up area Yes Thervoy Kandigai- 1Km, NE

Kannan Kottai – 2.75 Km, N

Karadipudur- 2.6 Km, NW

Soolaimeni -5.9 Km, S

Thandalam - 6.3 Km, SE

Gummidipoondi- 15 Km, NE

9 Areas occupied by sensitive man-made landuses (hospitals, schools, places of worship,community facilities)

Yes

S.No.

Places

Dist.from

ProjectSite Km

Schools & Colleges

1. Siva Institute of frontierTechnology

12,SSE

2. Saint Joseph High School 9,NNW

3.

Dr Sir ArcotLakshmanaswamiMudaliyar vocationalArts and Science Collage

12,SSE

Religious Places1. Periyapalayam Temple 9, SE

2. Madarapakkam Church 9 NE

10 Areas containing important, high quality orscarce resources

(ground water resources, surface resources,forestry, agriculture, fisheries, tourism,minerals)

No NA

11 Areas already subjected to pollution orenvironmental damage. (those where existinglegal environmental standards are exceeded)

No No Notified/Recognized polluted area within15km distance.

12 Areas susceptible to natural hazard whichcould cause the project to presentenvironmental problems (earthquakes,subsidence, landslides, erosion, flooding orextreme or adverse climatic conditions)

No This area is generally plain not prone to anynatural disasters. The area under study falls inZone-III, according to the Indian StandardSeismic Zoning Map. Suitable seismiccoefficients in horizontal and vertical directionsrespectively, have to be adopted whiledesigning the structures.

Proposed Terms of Reference

Sr.No.


1. A recent satellite imagery of the project area and its surroundings

2. Topoplan and layout drawing of the project site.

3.Location of National Park/Wild life sanctuary/ Reserve Forest within 10 km radius of theproject.

4.Present land use and cropping pattern based on satellite imagery for the study area of 10km radius. Location of National Park/Wild life sanctuary /Reserve Forests within 10 kmradius of the project.

5. Contour map of the project site.

6. Rain water Harvesting details

7. Process Description along with Process Flow Diagram and material balance.

8.Details of water consumption and source of water supply, waste water generation,treatment and effluent disposal with water Balance.

9. Water Conservation measures proposed

10. Power requirement & power back up

11.Detailed solid & Hazardous waste generation, collection, segregation, its recycling andreuse, treatment and disposal.

12. Fire fighting facilities

13.Total cost of the project along with total capital cost and recurring cost/annum forenvironmental pollution control measures.

14.Site-specific micro-meteorological data for temperature, relative humidity, hourly windspeed and direction and rainfall for one season at one location.

15.Ambient air quality monitoring at 6 locations within 10 Km radius of study area forPM10, SO2, NOx, CO, HC, VOC for one season (Non Monsoon) taking into account

the pre-dominant wind direction, population zone and sensitive receptors.

16.Assessment of ground level concentration of pollutants. Air quality modelling forproposed project.

17.Water quality monitoring including surface & ground water at 8 locationswithin 10 Kmradius of study area for one season (Non Monsoon).

18. Soil sample analysis at 8 locations within the study area for one season (Non Monsoon).

19. Noise Monitoring within 8 locations the study area for one season (Non Monsoon)

20. Demography & socio-economics of the study area.

21.Ecological features (terristrial & Aquatic) of the study area for one season (NonMonsson)

22. Assessment of impact on air, water, soil, solid /hazardous waste and noise levels.

of 22

Sr.No.


23.Air pollution control measures proposed for the effective control of gaseous emissionswithin permissible limits.

24.Risk assessment including Hazard identification, Consequence Analysis, RiskAssessment and preparation of Disaster Management Plan for storage of solvents.

25.Details of proposed Occupational Health Surveillance program for the employees andother labour

26.

Detailed Environment management Plan (EMP) with specific reference to Energyconservation and natural resource conservation, details of air pollution control system,water & wastewater management, monitoring frequency, responsibility and time boundimplementation plan for mitigation measure and cost towards environmental protectionmeasures.

Pre-Feasibility Report

1

PREFEASIBILITY REPORT

For

“Manufacturing of Synthetic Resins and Allied Chemicals Products”

By

M/s. Hindustan Resins & Terpenes

At

AT SIPCOT INDUSTRIAL Complex

VILLAGE: Thervoykandigai

TALUK: Gumidipoondi

DISTRICT: Thiruvallur

STATE: Tamil Nadu

Prepared by

HUBERT ENVIRO CARE SYSTEMS PRIVATE LIMITED

December-2016


1


For


By


At



TALUK: Gumidipoondi


STATE: Tamil Nadu

Prepared by


December-2016


1


For


By


At



TALUK: Gumidipoondi


STATE: Tamil Nadu

Prepared by


December-2016


2

Table of Contents

1. EXECUTIVE SUMMARY..................................................................................................5

2. INTRODUCTION OF THE PROJECT............................................................................7

2.2 About the project ..............................................................................................................7

2.3 Need for the project..........................................................................................................8

2.4 Demand and supply gap...................................................................................................8

2.5 Imports v/s. Indigenous production..................................................................................8

2.6 Domestic / Export Markets...............................................................................................9

2.7 Employment Generation (Direct and Indirect) ................................................................9

3. PROJECT DESCRIPTION ................................................................................................9

3.1 Project type ......................................................................................................................9

3.2 Project Location...............................................................................................................9

3.3 Details of alternate sites.................................................................................................12

3.4 Size of Operation...........................................................................................................12

3.5 Process description. .......................................................................................................13

3.6 Raw Material Required ..................................................................................................13

3.7 Resource optimization/recycling and reuse ...................................................................13

3.8 Power and fuels.............................................................................................................13

3.9 Manpower......................................................................................................................14

3.10 Water requirement........................................................................................................14

3.11 Utilities .........................................................................................................................15

3.12 Liquid waste management ............................................................................................15

3.13 Air pollution control measures.....................................................................................17

3.14 Hazardous and solid waste management ....................................................................18

4 SITE ANALYSIS ................................................................................................................19

4.1 Connectivity....................................................................................................................19

4.2 Land form, Land use, Land Ownership..........................................................................19

4.3 Topography ....................................................................................................................19

4.4 Existing Land use pattern...............................................................................................21


2

Table of Contents










3.1 Project type ......................................................................................................................9







3.8 Power and fuels.............................................................................................................13

3.9 Manpower......................................................................................................................14


3.11 Utilities .........................................................................................................................15




4 SITE ANALYSIS ................................................................................................................19

4.1 Connectivity....................................................................................................................19


4.3 Topography ....................................................................................................................19



2

Table of Contents










3.1 Project type ......................................................................................................................9







3.8 Power and fuels.............................................................................................................13

3.9 Manpower......................................................................................................................14


3.11 Utilities .........................................................................................................................15




4 SITE ANALYSIS ................................................................................................................19

4.1 Connectivity....................................................................................................................19


4.3 Topography ....................................................................................................................19



3

4.5 Existing Infrastructure ...................................................................................................21

4.6 Soil Classification ..........................................................................................................22

4.7 Climatic data from secondary sources: .........................................................................22

4.8 Social Infrastructure available......................................................................................22

5 PLANNING BRIEF............................................................................................................23

5.1 Planning Concept...........................................................................................................23

5.2 Population Projection ....................................................................................................23

5.3 Land use planning ..........................................................................................................23

5.4 Assessment of Infrastructure Demand............................................................................23

5.5 Amenities/Facilities........................................................................................................24

6 PROPOSED INFRASTRUCTURE ..................................................................................24

6.1 Industrial Area ...............................................................................................................24

6.2 Residential Area .............................................................................................................25

6.3 Greenbelt ........................................................................................................................25

6.4 Social Infrastructure ......................................................................................................25

6.5 Connectivity....................................................................................................................26

6.6 Drinking Water Management.........................................................................................26

6.7 Sewerage system.............................................................................................................26

6.8 Industrial waste management ........................................................................................26

6.9 Solid waste management ................................................................................................27

6.10 Power Requirements and Supply/ Source ....................................................................27

7 REHABILITATION AND RESETTLEMENT(R&R) PLAN .......................................27

7.1 Policy to be adopted (Central/ State).............................................................................27

8 PROJECT SCHEDULE AND COST ESTIMATE .........................................................27

8.1 Likely date of start of construction and likely date of completion .................................27

8.2 Estimated project cost ....................................................................................................28

9 ANALYSIS OF PROPOSAL.............................................................................................28

9.1 Financial and social benefits .........................................................................................28

10 CONCLUSION .................................................................................................................29


3





5 PLANNING BRIEF............................................................................................................23







6.1 Industrial Area ...............................................................................................................24


6.3 Greenbelt ........................................................................................................................25


6.5 Connectivity....................................................................................................................26


6.7 Sewerage system.............................................................................................................26











10 CONCLUSION .................................................................................................................29


3





5 PLANNING BRIEF............................................................................................................23







6.1 Industrial Area ...............................................................................................................24


6.3 Greenbelt ........................................................................................................................25


6.5 Connectivity....................................................................................................................26


6.7 Sewerage system.............................................................................................................26











10 CONCLUSION .................................................................................................................29


4

LIST OF TABLES

Table 2.1 List of Products with capacity………………………………................................................07

Table 3.1 Environmental setting of the existing site………………………………………..…………11

Table 3.2 Power and fuel requirement…….…………………………………………………………..14

Table 3.3 Water requirement…………......……………………………………..……………...……..15

Table 3.4 List of Utilities………………….....……….….……………………………………...….…15

Table 3.5 Air Pollution Control Measures…………………………………………………............….17

Table 3.6 Municipal Waste detail………………………………..…………………………….......….18

Table 4.1 Sensitive areas from the site boundary……………………………….…..….......................21

Table 4.2 Existing infrastructure within 10 Km radius from the site………….……….......................21

Table 4.3 Meteorological Observations……………………………………………….……....……...22

Table 4.4 Project surrounding features……………………………………………..............................22

Table 5.1 Proposed Land use Pattern……………………………………………….........................…23

Table 6.1 Land Coverage Area Break-up Detail……………………….….....................................…..24

Table 6.2 Power Requirement and Back-Up Details……………………………........................…….27

Figures

Figure 3.1: Project Site ............................................................................................................10

Figure 0.2: 10 km radius satellite image around project site....................................................11

Figure 0.3: 5 km radius satellite image around project site......................................................11


4

LIST OF TABLES















Figures





4

LIST OF TABLES















Figures





5

1. EXECUTIVE SUMMARY

S.No.

Particulars Details

1. Name of Company M/s. Hindustan Resins & Terpenes2. Location A-11/2B-1, SIPCOT Industrial Area,

Thervoykandigai Village, GummidipoondiTaluk, Thiruvallur District, TamilNadu-601202.

3. Project Activity, Category as peramendments

Project schedule 5(f)- Synthetic OrganicChemicals, Category A.

4. Name of the project “Manufacturing of Synthetic Resins and AlliedChemicals Products”

5. Total Land area 5 Acres (20,234.30 Sq.mt)6. Land coverage area 0.574 Acre (2,322.90 Sq. mt, 11.48%)7. Greenbelt area 1.65 Acre (6677.5 Sq. mt., 33%)8. Proposed product with capacity

Total Proposed Capacity: 64800 MTA.


Capacity(MTA)

Synthetic OrganicChemicals

48,000









5


S.No.

Particulars Details









Capacity(MTA)


48,000









5


S.No.

Particulars Details









Capacity(MTA)


48,000









6


Total 64,800

9. Raw materials Annexure 6.

10. Waterrequirement

Construction Phase:


Operation Phase:



Water supply agreement for 200 KLD will bemade with SIPCOT authorities.

11. Waste water andmode of disposal

Detailed in Chapter 3.7.

12. Power


PowerRequirement

400KW

TNEB

Back-up1*380KVA

DG sets

DieselRequirements

Approx.4,500

ltrs/Month


Thermic Fluidheater

20Mt/ day

Briquettes/LDO

13. Manpower Construction Phase: 100 NosOperation Phase: 50 Nos

14. Air emissions Thermic Fluid heater: 1x20 and 1x10 Lakh KiloCalorie

15. Project cost (estimate) 9.5 Crores


6


Total 64,800



Construction Phase:


Operation Phase:






12. Power


PowerRequirement

400KW

TNEB

Back-up1*380KVA

DG sets

DieselRequirements

Approx.4,500

ltrs/Month


Thermic Fluidheater

20Mt/ day

Briquettes/LDO





6


Total 64,800



Construction Phase:


Operation Phase:






12. Power


PowerRequirement

400KW

TNEB

Back-up1*380KVA

DG sets

DieselRequirements

Approx.4,500

ltrs/Month


Thermic Fluidheater

20Mt/ day

Briquettes/LDO





7

2. INTRODUCTION OF THE PROJECT

2.1 About the project proponent

M/s. Hindustan Resins & Terpenes (HRT) is in the field of Trading Alkyds, Synthetic Resins& Pine Products since the last 30 years, Head-Quartered at Kolkata, West Bengal. The firm isbuilt on the foundation of Entrepreneurs & Technocrats who have experience of over 4decades in the Technicalities & Marketing of Synthetic Resins & Pine Products. The firmstarted trading with a humble quantum and now HRT have gradually captured a Bulk Marketshare.

HRT is catering to the requirements of Paint, Varnish, Ink, Rubber and Paper Industriesthroughout India. The firm Hindustan Resins & Terpenes has Sales Office & Depot atChennai, Branch office & Depot at Hyderabad. The name Hindustan Resins & Terpenes isknown across the Paint & Ink Industry in Southern India as this name is established inChennai since the last 3 Decades. It has been Marketing Resins across Southern India withclientele present in Tamil Nadu, Andhra Pradesh, Kerala and Karnataka.

2.2 About the project

M/s. Hindustan Resins & Terpenes (HRT) proposes to manufactures Synthetic OrganicChemicals (16 nos, 48,000 MTA) and Paints (2 nos, 16800 MTA), totally 18 products(64,800 MTA). The list of products is given in Table 2.1. The proposed project is a newestablishment.

Table 0.1List of Products with Capacity

S. No Products Name Total Proposed Capacity(MTA)

Synthetic Organic Chemicals

48,000

1 Alkyd Resin2 Rosin Estergums3 Phenolic Resins4 Rosin Modified Maleic5 Polyester Resins6 Amino Resin7 Polyamide Resin8 Ketonic Resin9 Acrylic Resins & Emulsions10 CNSL & Cardanol Resins11 Synthetic Resins & Varnishes12 Gum Rosin13 Terpene Chemicals


7










48,000



7










48,000



8

14 Thinners15 Industrial Solvents16 Epoxy Esters


Total 64,800

2.3 Need for the project

This project is a backward integration completely based on the fact that the Firm HindustanResins & Terpenes has a Good Market reach & Goodwill in South Indian Paint, Ink &Rubber Industries since last 30 years. The Firm has a sizeable Market share which has beengrowing every year. Most importantly, the Paint, Ink & Rubber production / Consumption isvery high in Southern India specifically Tamil Nadu as the level of industrialization is high.Chennai is called the Detroit of India because of Auto Manufacturing and Auto industriesconsume a lot of Paints & Rubber. The Growth of Paint, Ink & Rubber Industries in thisRegion is very positive and future demand is likely to grow. This is authenticated by the factthat Many Major Manufacturers in these 3 Industries are either already present or setting uptheir manufacturing facility in southern part of India as they foresee a healthy & sustainedfuture demand of their Products in this Region.

2.4 Demand and supply gap

Based on market survey the selected products have potential for export as well as domesticmarket.

2.5 Imports v/s. Indigenous production

The resins which are planned to be manufactured will use majorly Indiginuous Raw-Materials which are present in the state of Tamil-Nadu & a few Neighbouring States. Havinga manufacturing unit in any other State would have led to Higher Logistics Cost for InlandTransport of Materials & would have made imported raw-materials more lucrative. HRT Unitbeing near to Chennai Port, plan to export a few of its products to neighboring countries,thereby generating forex for country.

HRT, has reasonably sound base to overcome the technological barrier to meet the challengesof the industry. The demand for paints coatings, inks, adhesives and other allied products ison increase, and the industry is poised for substantial growth in the coming years.


8



Total 64,800









8



Total 64,800









9

2.6 Domestic / Export Markets

Indian paint market has a huge potential as the Per-Capita Consumption of paints in India isvery low compared to developed countries or even developing countries like Sri-Lanka.Chennai being Detroit of India, having so many Automobile Manufacturers, has a highConsumption of Paints. HRT Unit being near to Chennai Port, plan to export a few of itsproducts to neighboring countries, like Sri-Lanka, Bangladesh etc.

2.7 Employment Generation (Direct and Indirect)

There will be very good opportunity of employment generation of qualified staff &unqualified workers directly for 50 nos. and indirectly for 100 nos. due to the proposedproject.

3 PROJECT DESCRIPTION

3.1 Project type

The proposed project is manufacturing of synthetic resins and allied chemicals products.

The project falls under Category ‘A’, schedule 5 (f) as per the EIA notification datedSeptember 14, 2006 and its amendments. There are no interlinked projects.

3.2 Project Location

The proposed project is planned at a new facility at Plot No A-11/2B-1, SIPCOT IndustrialArea. Thervoykandigai village, Gummidipoondi Taluk, Thiruvallur district, Tami NaduState-601202.

The site is located approximately 6 km away from the State-Highway SH-51 towardsPeriyapalayam (South from site) and SH-52 is 5.6 Km from the site (North). Thelayout of the site with facilities is enclosed in Annexure- 5 (Site Layout Plan) .Theproject locations is shown in Figure 3.1, 10 & 5 km radius google imary of the projectsite appended in Figure 3.2 & 3.3 respectively.


9






3.1 Project type







9






3.1 Project type







10

Figure 3.1: Project Site


10



10



11

Figure 3.2: 10 km radius satellite image around project site



11




11




12

3.3 Details of alternate sites

No alternate site option is explored since the chosen project site having advantage being

located SIPCOT industrial area which has all the infrastructure in place and better site

connectivity. . The environmental setting of the existing site is given in Table 3.1:

Table 3.1Environmental setting of the existing site

S. No. Particulars Details1. Plant site latitude 13° 22.050'N

2. Plant site longitude 79° 59.321'E

3. Temperature Range Max. Temp: 40°C Max.Temp: 25°C Min

4. Wind Direction – Seasonal NE, ENE, SE5. Wind Speed Range 2 to 8.8 m/sec6. Annual Average Rainfall 1211 mm7. Average Wind Speed 3 m/sec8. Average Temperature 32°C9. Humidity Range (24hr 49 to 79 %10. Present land use Industrial area11. Nearest Highway NH-5, 6 Km, E12. Nearest Railway Station Gummidipoondi 24.6 Km, E13. Nearest Airport Chennai Airport: 73 Km, SSE14. Nearest village Thervoykandigai 1 Km, NE15. Nearest major city Chennai, 57 Km, SE16. Nearest river Arani River, 8.2 Km, S17. Type of soil The texture of the soil is brownish

red clayey silty with gravel.

3.4 Size of OperationIn the view of business opportunity and market potential HRT proposes to manufacturesSynthetic Organic Chemicals (16 nos, 48000 MTA ) and Paints (2 nos, 16800 MTA), totally18 products (64800 MTA). The list of products and their respective quantities are given inChapter 2.1, Table 2.1. The proposed project is a new establishment and capital investmentis INR 9.5 Crores.

3.5 Project DescriptionThe general activity of the project is depicted in the Figure 3.4.


12














12














13

Figure 3.1: Project Activity

Process description of proposed products is enclosed as Annexure 2.

3.6 Raw Material Required

The resins which are planned to be manufactured will use majorly Indigenous Raw-Materialswhich are present in the state of Tamil-Nadu & a few Neighboring States.

The raw materials required for the manufacture of proposed products are enclosed asAnnexure 6.

3.7 Resource optimization/recycling and reuse

All the solvents used in the process will be reused as thinners. There are process residues. The effluent generated will be treated and treated water will be reused.

3.8 Power and fuels

The power requirement will be 400 KW. The power required will be sourced from TNEB.

Receive Raw Material

Dispensing Raw Material

Raw Materials Charging in Reactor and Reaction monitoring

Thinning with Solvents

Filtration to Remove Dirt Particles

Finished Goods/ Product packing

Finished Goods/ Product Dispatching


13








3.8 Power and fuels










13








3.8 Power and fuels










14

The thermic fluid heater capacity will be 1x10 and 1x20 Lakhs Kcal. The power and fuelrequirement details is provided in the following Table 3.2.

Table 3.2Power and Fuel Requirement


Power Requirement400KW

TNEB

Back-up1*380KVA

DG sets

Diesel RequirementsApprox.

4,500 ltrs/MonthHP/BPCL/

IOCL/RelianceThermic fluid heater 20 Mt/ day Briquettes/LDO

3.9 ManpowerThe manpower requirement will be around 50 nos for technical and non-technical workpermanently during operation phase. During construction phase approximately 100 nos ofwork force will be required.

3.10 Water requirement

The water requirement for the proposed project is as follows,

Construction Phase:


Operation Phase:



Break up for operation phase is provided in the following Table 3.3.

Water supply agreement for 200 KLD will be made with SIPCOT Authorities.


14





TNEB

Back-up1*380KVA

DG sets







Construction Phase:


Operation Phase:






14





TNEB

Back-up1*380KVA

DG sets







Construction Phase:


Operation Phase:






15

Table 3.3Water requirement

Water requirement Capacity(KLD)

Proposed Water Break-upFresh water Treated

Domestic (Toilet & Canteen) 3 3 0

Process 28 28 0

Gardening 24 21.6 2.4

Cooling Tower 20 10.8 9.2

Total 75 63.4 11.6

Water balance chart is enclosed as Annexure 7.

3.11 Utilities

The tentative list of utility is provided in the following Table 3.4.

Table 3.4List of Utilities

Utility Capacity Purpose1. Main Line Power 400 KW Power2. Thermic Fluid Heater 20 Kcal/Hr Heating3. Thermic Fluid Heater 10 Kcal/Hr Heating4. Cooling Tower 500 TR Cooling5. Diesel Generator 380 KVA Power Back-up

3.12 Liquid waste management

PROCESS DESCRIPTION FOR UPCOMING STP

The raw sewage will be received at the inlet of the bar screen to trap any floatingparticles and debris.

A belt type oil skimmer and grease trap will be provided to remove the floating oiland grease. The oil free sewage overflows to the collection cum equalization tank.

Water from the equalization tank is pumped using raw sewage transfer pump to theaeration system where the aeration system works on a Moving Bed Bio Reactor(MBBR) Aerobic Process. The biological reaction is sustained by maintaining arequired level of MLSS in the aeration tank. Oxygen transfer is achieved by means offine bubble diffusers placed at the bottom of the tank to transfer atmospheric oxygenfrom air. Suitable air blowers are provided to maintain an adequate flow of airthrough the aeration tank.


15





Process 28 28 0



Total 75 63.4 11.6


3.11 Utilities










15





Process 28 28 0



Total 75 63.4 11.6


3.11 Utilities










16

The Sewage from Aeration tank overflows to secondary settling tank provided withsuitable media for settling the flocs.

The clarified water overflows to clarified water storage tank and the water is dosedwith hypo. The water is then pumped to Pressure Sand Filter using filter feed pump.

Hypo solution of suitable capacity is dozed and the water is then sent to Pressure SandFilter to remove the Suspended Solids & reduce Turbidity.

The water is then sent to Activated Carbon Filter to remove free Chlorine, balanceorganics, color etc.

The Water is then irradiated with UV and the treated water can now be used forgardening purpose.

PROCESS DESCRIPTION FOR UPCOMING ETP

The effluent generated from various sources will be collected in the collection tankfrom where it is pumped to the bar screen chamber and oil skimmer to remove thefloating solids and oily substances through raw effluent transfer pump.

The screened effluent will be led to the Flash Mixer unit provided with agitatormechanism for neutralization. Acid / Alkali dosing is done in the flash mixer tank.

The overflow from flash mixer unit is sent to the Primary Clarisettler tank providedwith clarisettler internals where the sludge settles at the bottom of the tank.

The overflow from the primary Clarisettler tank is then sent to the oxidation tankprovided with air diffusion through air blower & diffuser arrangement.

The overflow from the oxidation tank is sent to the secondary Clarisettler tankprovided with Clarisettler internals where again the sludge settles at the bottom of thetank.

The over flow from Secondary Clarisettler tank will be sent to the clarified watertank.

The settled sludge at the bottom of the Primary & Secondary Clarisettler tank is sentto the sludge drying bed through common sludge transfer pump

The water from the clarified water tank is fed to Pressure Sand Filter & ActivatedCarbon Filter and the Filtered Water is collected in the Filtered Water Tank/ RO FeedTank.

The water in the RO Feed tank is fed to the micron filter and then pumped to the ROsystem using High pressure pump.


16

















16

















17

The water to be treated is dosed with anti-scalent, anti-oxidant & pH dosing.

RO permeate is collected in the RO Permeate tank & the rejects water will becollected in the RO Rejects tank.

Periodic cleaning of membranes shall be carried out at regular intervals in order toprevent the scaling of membranes using RO Cleaning system.

The RO Rejects will be taken to the Electrical Evaporator system followed by SolarBed for sun drying; the solid thus obtained will be disposed to TSDF, which make thisa ZLD (Zero Liquid Discharge) Plant.

Proposed:

STP Capacity: 3 KLD





3.13 Air pollution control measures

1. The discharge of emissions from the air pollution sources will be passedthrough the air pollution control equipment (Scrubbers/Chimney) anddischarged through stack/chimney.

2. Ambient Air quality of the premises will be kept conformed to the nationalambient air quality standards specified in environmental (protection) rules.

3. Emissions will be analyzed periodically.

The APC measures that will be undertaken is provided the following Table 3.5.

Table 3.5Air Pollution Control Measures

S. No Source EmissionControl & Disposal

Mode (mt)

1. Reactors: from process VOC As per PCB Norms

2. DG sets 1*380 KVA Flue gases As per PCB Norms

3.Thermic fluid heater,1x10 & 1x20 lakh kcal/hr (Briquette)

Flue gases As per PCB Norms


17





Proposed:

STP Capacity: 3 KLD












Mode (mt)






17





Proposed:

STP Capacity: 3 KLD












Mode (mt)






18

3.14 Hazardous and solid waste management

Hazardous Waste Management: The various hazardous wastes generated from theprocess as below:


These wastes will be stored in a isolated area above concrete platform under roof shed. Thesewaste will be segregated & stored and will be disposed off by giving it to the TNPCBauthorized dealers/recycler/TSDF within a stipulated period of time (90 days).

The high calorific value waste like used filter cloth etc. will be sent to TSDFGummudipoondi.

Hazardous waste materials will be properly disposed as per the Hazardous and other Wastes(Management, Handling and trans boundary Movement) Rules 2016; Agreement will bemade with TSDF approved dealers for safe disposal of hazardous wastes.PCB authorization for Hazardous waste disposal will be obtained.

Municipal Solid Waste Management: The Municipal Solid Waste generated fromthe site is collected and transported to authorized dealers. The details are given below in theTable 3.6.

Table 3.6Municipal Waste detail


Collectionmethod

Disposal method

Organic 11.25 DrumsAuthorised dealer.

Inorganic 13.75 Bags

As per CPCB guidelines: MSW per capita/day =0.45.


18










Collectionmethod

Disposal method





18










Collectionmethod

Disposal method





19

4 SITE ANALYSIS

4.1 Connectivity

The project site is located in Thervoykandigai, Tamil Nadu and the connectivity is,

Nearest Highway NH-5, 6 Km, ENearest State Highway SH-52, 7.9 Km, NENearest Railway Station Gummidipoondi 24.6 Km, ENearest Airport Chennai Airport: 73 Km, SSENearest seaport Chennai, 57 Km, SENearest major city Chennai, 57 Km, SE

The connectivity of the sites with all required facilities is the major advantage for the presentsite for the proposed Industrial Park.

4.2 Land form, Land use, Land Ownership

The proposed project site is located at plot no. A-11/2B-1, SIPCOT Industrial Area,Thervoykandigai Village, Gummidipoondi Taluk, Thiruvallur- District, Tamil Nadu. 601202.The layout plan of proposed facility is enclosed as Annexure 5 and land possessioncertificate is enclosed as Annexure 8. EC of Thervoykandigai SIPCOT industrial area isenclosed as Annexure 9.

4.3 Topography

The prominent geomorphic units identified in the Thiruvallur district through interpretationof Satellite imagery are 1) Alluvial Plain, 2) Old River Courses 3) Coastal plains 4) Shallow& deep buried Pediments, 5) Pediments and 6) Structural Hills.

The elevation of the area ranges from 183 m amsl in the west to sea level in the east. Fourcycles of erosion gave raise to a complex assemblage of fluvial, estuarine and marinedeposits. The major part of the area is characterized by an undulating topography withinnumerable depressions which are used as irrigation tanks.

The coastal tract is marked by three beach terraces with broad inter-terrace depressions. Thecoastal plains display a fairly lower level or gently rolling surface and only slightly elevatedabove the local water surfaces or rivers. The straight trend of the coastal tract is resultant ofdevelopment of vast alluvial plains. There are a number of dunes in the coastal tract.

Soil: Soils in the area have been classified into i) Red soil ii) Black soil iii) Alluvial soil iv)colluvial soil. The major part is covered by Red soil of red sandy/clay loam type.Ferrugineous red soils are also seen at places. Black soils are deep to very deep andgenerally occurs in the depressions adjacent to hilly areas, in the western part. Alluvial soils


19

4 SITE ANALYSIS

4.1 Connectivity






4.3 Topography






19

4 SITE ANALYSIS

4.1 Connectivity






4.3 Topography






20

occur along the river courses and eastern part of the coastal areas. Sandy coastal alluvium(arenaceous soil) are seen all along the sea coast as a narrow belt.

Hydrology: The district is underlain by both porous and fissured formations. The importantaquifer systems in the district are constituted by i) unconsolidated & semi-consolidatedformations and ii) weathered, fissured and fractured crystalline rocks.

The porous formations in the district include sandstones and clays of Jurassic age (UpperGondwana), marine sediments of Cretaceous age, Sandstones of Tertiary age and Recentalluvial formations. As the Gondwana formations are well-compacted and poorly jointed, themovement of ground water in these formations is mostly restricted to shallow levels. Groundwater occurs under phreatic to semi-confined conditions in the inter-granular pore spaces insands and sandstones and the bedding planes and thin fractures in shales. In the areaunderlain by Cretaceous sediments, ground water development is rather poor due to therugged nature of the terrain and the poor quality of the formation water. Quaternaryformations comprising mainly sands, clays andgravels are confined to major drainage courses in the district. The maximum thickness ofalluvium is 30.0 m. whereas the average thickness is about 15.0 m. Ground water occursunder phreatic to semi-confined conditions in these formations and is being developed bymeans of dug wells and filter points. Alluvium, which forms a good aquifer system along theAraniyar and Korattalaiyar river bed which is one of the major sources of water supply tourban areas of Chennai city and also to the industrial units.

Ground water generally occurs under phreatic conditions in the weathered mantle and undersemi-confined conditions in the fissured and fractured zones at deeper levels. The thicknessof weathered zone in the district is in the range of 2 to 12 m. The depth of the wells rangedfrom 8.00 to 15.00 m bgl.

The yield of large diameter wells tapping the weathered mantle of crystalline rocks rangesfrom 100 to 500 lpm and are able to sustain pumping for 2 to 6 hours per day.

The yield of bore wells drilled down to a depth of 50 to 60 m ranges from 20 to 400 lpm. Theyield of successful bore wells drilled down to a depth of 150 m bgl during the ground waterexploration programme of Central Ground Water Board ranged from 1.2 to 7.6 lpm.

Basin and sub-basin:The district is part of the composite east flowing river basin having Arniar-Korataliar andCooum sub basins.

Drainage:Araniyar, Korattalayar, Cooum, Nagari and Nandhi are the important rivers.The drainagepattern, in general, is dendritic. All the rivers are seasonal and carry substantial flows duringmonsoon period.


20










20










21

Korattaliar river water is supplied to Cholavaram and Red Hill tanks by constructing anAnicut at Vellore Tambarambakkam. After filling a number of tanks on its further course,the river empties into the Ennore creek a few kilometres north of Chennai.

The Cooum river, flowing across the southern part of the district, has its origin in the surpluswaters of the Cooum tank in Tiruvallur taluk and also receives the surplus waters of anumber of tanks. It feeds the Chembarambakkam tank through a channel. It finally drainsinto the Bay of Bengal.

4.4 Existing Land use pattern

The present land use is in industrial zone. The details of sensitive areas from the site

boundary are given in Table 4.1. The site does not fall within the CRZ area.

Table 4.1Sensitive Areas From Site Boundary

S. No Name Km

Reserve Forests

1. 1 Thervoy Reserve Forest 2.77 Km (East)

2. 2 Periya Puliyur reserve Forest 1.7 Km West

3. 3. Palem Range Reserve Forest 7.8 Km (West)

4. 4 Siruvadai Forest 4.4 Km (North

5. 5 Arani River 8.2Km (South)

4.5 Existing Infrastructure

The proposed project land area is 5 acre (20234.3 Sq. mt) and located at plot no. A-11/2B-1,SIPCOT Industrial Area, Tamil Nadu.

The list major industries around the project site is provided in the following Table 4.2.

Table 0.2Existing infrastructure within 10 Km radius from the site

S.No. Name Industry Type Distance from site (km)

1. Sovereign Oil Oil company 0.05 Km, E

2. Jeson Industries Chemicals 0.19 Km, E

3. MEPCO Site Brick Manufacturer 0.25 Km, SW

4. TBM Edible Oil Refinery Oil Refinery 0.56 Km, S

5. SHV Super gas Gas 0.05 Km, W

6. Shenlong Feeds Factory Feeds Factory 0.05 Km, W


21







S. No Name Km

Reserve Forests


















21







S. No Name Km

Reserve Forests


















22

4.6 Soil Classification

The soils range from acidic to neutral. The texture of the soil is brownish red clayey silty withgravel.

4.7 Climatic data from secondary sources:

The climatic data from secondary sources of the study region is provided in the followingTable 4.3.

Table 0.3Meteorological Observations


2. Wind Direction – Seasonal NE, ENE, SE3. Wind Speed Range 2 to 8.8 m/sec4. Annual Average Rainfall 1211 mm5. Average Wind Speed 3 m/sec6. Average Temperature 32°C7. Humidity Range (24hr 49 to 79 %

4.8 Social Infrastructure available

The social infrastructure facilities available near the site are given in Table 4.4

Table 0.4

Project Surrounding FeaturesS. No. Places Dist. in Km Direction

Schools & Colleges1. Siva Institute of frontier Technology 12 SSE

2. Saint Joseph High School 9 NNW

3. Dr Sir Arcot Lakshmanaswami Mudaliyarvocational Arts and Science Collage

12 SSE

Religious Places1. Periyapalayam Temple 9 SE



22










Table 0.4





12 SSE




22










Table 0.4





12 SSE




23

5 PLANNING BRIEF

5.1 Planning Concept

The project site is located in Thervoykandigai village, Tamil Nadu and the connectivity is,


The connectivity of the project site and all the required infrastructures availability in theSIPCOT industrial area are the major advantage for the project.

5.2 Population Projection

The proposed approximate manpower requirement will be as follows,

Construction Phase: 100 Nos

Operation Phase: 50 Nos

5.3 Land use planning

The Total site area is 5 Acres (20234.30 Sq.mt). The land use plan is given in the followingTables 5.1.

Tables 5.1Proposed Land use Pattern

Land UseArea


5.4 Assessment of Infrastructure Demand

The proposed project site is within the SIPCOT industrial area which has all the necessaryinfrastructure.


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5 PLANNING BRIEF












Land UseArea





23

5 PLANNING BRIEF












Land UseArea





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5.5 Amenities/Facilities

Canteen facility for employees, Occupational Health Center (OHC) and Assembly points etc.will be established within the facility.

6 PROPOSED INFRASTRUCTURE

6.1 Industrial Area

The land use planning for proposed project is provided in the Chapter 5.3. The facilitieswhich will come under land coverage area are provided in the following Table 6.1.

Table 6.1Land Coverage Area Break-up Detail

S. No. Description Area(Sq. Mt) % of area

1 Production Block 418 18%

2 Heater Room 246 11%

3 Raw-Material Warehouse 192 8%

4 Tank Storage Yards 706 30%

5 Drum Storage yard 194 8%

6 ETP 144 6%

7 Office, Water Reservoir, Toilet, Etc. 423 18%

Total 2322.9 100

Buildings

Total built up area will be divided into various sections like Production Blocks, Utilities,Warehouses, Administration, Canteen, Toilets etc.

Plant Machineries

The Plant Facilities will be designed and set up with the objective to carry out almost allchemical reactions and processes. The plant machineries will be procured as per therequirement.

i. Process Equipments like

Reactors - 15 Blenders - 15 Sparkler Filters – 6 Service Tanks – 20 Monomer Vessel / Melting Vessel – 6


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6.1 Industrial Area









6 ETP 144 6%


Total 2322.9 100

Buildings


Plant Machineries





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6.1 Industrial Area









6 ETP 144 6%


Total 2322.9 100

Buildings


Plant Machineries





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Bead Mill Ball Mill Attritor High Speed Mixerii. Machinery Equipments; Thermic fluid heaters - 2 Cooling towers - 2 DG sets - 1 Air compressors Vacuum pumps Process Motors and Pumps Scrubbersiii. Safety Equipments: Fire Hydrant System Fire Extinguishers Fire Alarm System Eye wash fountain / Safety Showers Emergency PPE cupboards Wind Sack Compressed Air Foam System (CAFS) FM-200 (Automatic fire extinguishers) AFT (Advanced Fire Technology)

6.2 Residential Area

Not Applicable.

6.3 Greenbelt

The total site area is 5 Acres (20234.30 Sq.mt). The proposed greenbelt area is 1.65 Acres

(6677.50 Sq. mt, 33%).

6.4 Social Infrastructure

SIPCOT Industrial Area, Tamil Nadu.


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Not Applicable.

6.3 Greenbelt


(6677.50 Sq. mt, 33%).




25



Not Applicable.

6.3 Greenbelt


(6677.50 Sq. mt, 33%).




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6.5 Connectivity




6.6 Drinking Water Management

Drinking water facility will be arranged in the premise for the personnel working in the site.

6.7 Sewerage system

The quantity and quality of wastewater in the plant will be controlled by following measures:

Sewage water will be collected from the plant and treated using STP and used for thegardening at the site.

6.8 Industrial waste management

a. Water Environment:i. Sources:

Process water

Cooling tower blow downii. Mitigative measures:

1. Effluents from the plant will be stored and neutralized in a collection tankand then sent to Effluent Treatment Plant.

2. Domestic water will be collected from the plant and treated using STP andused for the gardening at the site.

3. The wastewater from process and cooling tower blow down will be treatedin ETP and reused for cooling tower make-up purpose.

4. Control of water taps, washings, leakages from pump glands and flangedjoints.

5. Overflow of vessels is strictly avoided6. Floor cleaning with water will be replaced with dry cleaning.

b. Solid & Hazardous waste:i. Sources:


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6.5 Connectivity






6.7 Sewerage system





Process water









26

6.5 Connectivity






6.7 Sewerage system





Process water









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Used oil Discarded containers (Ex. Barrels, Carboys & liners)

ii. Mitigative measures:

1. Used oil shall be collected in leak proof containers & disposed to CPCB/TNPCB registered authorized recyclers.

2. Discarded containers will be stored in a secured manner and handed overto TNPCB Authorized recycler after washing.

6.9 Solid waste management

Solid wastes generated will be stored and disposed as detailed in the Chapter 3.9, Table 3.6.

6.10 Power Requirements and Supply/ Source

The power requirement will be 400 KW sourced from TNEB. The power requirement andback-up details are provided in the following Table 6.2.

Table 6.2Power Requirement and Back-Up Details


Power Requirement (KW) 400 TNEB

Back-up (KVA) 1*380 DG sets

Diesel Requirements(ltrs/Month)

Approx.4,500


7 REHABILITATION AND RESETTLEMENT(R&R)PLAN

7.1 Policy to be adopted (Central/ State)

Not applicable as proposed project is within the SIPCOT industrial area.

8 PROJECT SCHEDULE AND COST ESTIMATE

8.1 Likely date of start of construction and likely date of completion

Propose site civil construction shall be started in 2017 and shall be completed in 6 months.


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Approx.4,500









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Approx.4,500









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8.2 Estimated project cost

Estimated project cost is INR 9.5 Crores

9 ANALYSIS OF PROPOSAL

9.1 Financial and social benefits

Financial:Projected Annual Turnover: INR 30 CrAnticipated Annual Profit: INR 1.5 Cr

Social Benefit:Employment will be provided to local community as per the requirement.

CSR benefit to local community:Promotion of education and possible infrastructure development in nearby villages will beundertaken possibly.

Green belt benefits to the environment: Plantation will be done around factory site,

village/schools etc.


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10 CONCLUSION

As the proposed project is coming up in the designated industrial area (SIPCOT),

there will not be any change in land use.

The treated water from STP will be used for gardening and treated water from ETP

will be reused for cooling tower requirements. The plant will be Zero Liquid

Discharge (ZLD) unit.

The marginal impacts due to the proposed project will be fully mitigated by proper

Environment Management Plans (EMP).


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10 CONCLUSION









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10 CONCLUSION








form i i. basic information · 2016. 12. 2. · village thervoykandigai tehsil gummidipoondi...

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