M/s. Codissia Industrial Park Ltd.

Transcription

1 APPLICATION FOR ENVIRONMENTAL CLEARANCE For M/s. Codissia Industrial Park Ltd. At S.s. 96/1, 97, 98, 99/2, 101/2, 101/3, 102/2B, 131/2, 135/2, 136/2, 138, 141/2, 142/1B1, 142/2B1, 142/2B2, 142/3A, 142/3B, 143/1, 143/2, 143/3, 143/4, 144/1, 144/2, 144/3, 144/4, 145/1, 146/1, 147/1, 147/2, 147/3, 148/1, 148/2, 314, 315/1A, 315/1B, 315/2A, 315/2B, 315/3, 316/1, 316/2, 316/3, 317/2, 318/1, 318/2, 318/3, 320/1, 320/2A, 320/2B, 320/2C, 320/2D, 320/2E, 320/2F, 321/1, 321/2, 322/1 and 322/2 Kallapalayam Village, Palladam Taluk, Coimbatore District, Tamil Nadu Submitted to Submitted to the State Level Environmental Impact Assessment Authority, Tamil Nadu

2 S.. Check list for submission of application for Environmental Clearance for Building Construction Projects 1. Name of the promoter Form I Form I A Details M/s. Codissia Industrial Park Ltd. Enclosed Enclosed 1 Page Ref Conceptual Plan (Descriptive report of the project) Enclosed Cost of the Project Rs Crores Whether all the pages of Form I & form IA, report & plans including Annexure have been numbered continuously & index furnished. 5. Whether EIA report has been furnished & if so, whether it has been prepared as per structure prescribed in the EIA notification by approved accredited consultant. 6. Certified copy of Documentary evidence for ownership/legal possession by way of long term lease of land S. F.. with area of each S.F. only of the project under consideration. 7. Land use classification certificate obtained from Competent Authority (DTCP / CMDA/Local Body). 8. In case of unclassified area, Permissibility certificate by the competent authority for the proposed activity DTCP / CMDA /Local Body. 9. i) Approved Planning permission with S.F. s issued by DTCP/ CMDA / Local Body or proof for having applied. ii) Approved Building Site plan or copy of the plans submitted to the Competent Authority. Yes - t applicable as the project comes under category B. Will be submitted at the earliest. Will be submitted at the earliest. N.A. Will be submitted at the earliest. 10. CRZ map duly authorized by IRS, Anna University N.A Whether attracts CRZ notification & if so recommendation N. A. - of the State Coastal Zone Management Authority 12. Specific source of water supply & approved permission Source: From the - letter for drawl of water with quantity during construction & existing NTADCL / operation from the concerned authority (Central Ground Water Board/ CMWSSB /TWAD Board / Municipal TWAD line shall be Corporation/ Municipality as the case may be) or proof for examined, to ensure having applied to the Competent Authority. continuous water 13. Whether there is any litigation, if Yes, Latest orders of the court in original, has to be attached. (Such as stay, status of the petition etc.) 14. Latest Govt. orders on lease/ any other related issues pertaining to the project to be attached. 15. Authenticity of baseline data on soil / water / ambient air quality / noise as per MoEF, O.M. dt Break up details of the land use of the project site including OSR area. 17. Whether built up area calculated is as per the latest tification / Circulars of MoEF, GoI attached 18. Project description / Number of floors / housing / commercial /functional units. supply. - - Will be submitted at the earliest. Enclosed as Annexure I Yes Enclosed 45 -

3 19. Whether the guidelines for High rise buildings as per MoEF, O.M. dated followed 20. Design details for Car/ Two wheeler parking area as per CMDA/ DTCP rules 21. Calculation of water requirements for various purposes as per CPHEEO guidelines. 22. Details of Swimming pool if any: If so, details of water consumption & its treatment. 23. i) Details of generation & treatment of sewage during construction & operation ii) Design of STP & its location at the project site marked in a map 24. i) Mode of disposal of treated sewage during construction & operation; ii) Permission letter from the competent authority - local body if sewage system available / PWD if proposal to discharge into water body for receiving the treated sewage if it disposed outside. 25. Commitment letter from proponent that the treated sewage water disposed for green belt development / avenue plantation should not pollute the soil/ ground water / adjacent canals /lakes/ponds, etc. 26. Method of calculation of quantity, Mode of collection, treatment & disposal of : i) Solid waste including excavated earth, debris during construction. ii) Municipal Solid waste( Bio Degradable, nonbiodegradable, recyclable) 27. Map showing details of the Duel plumping system, for toilet flushing, with the detailed storage tank facilities proposed. 28. Green belt area as per CPCB guidelines minimum of 33 % total area. 29. Details of flood occurrence in area & authenticity certificate from Revenue Officials; proposed measures in case of occurrence of flood. 30. Details of Rain Water Harvesting, with numbers & area of each harvesting bed. 31. ise pollution control measures with size & numbers proposed. 32. Details of Stack height for Diesel generator sets, with supporting calculations. 33. Energy Conservation Measures as per Energy Conservation Building Code The maximum height of building is less than m, hence not applicable. Enclosed as Annexure 31 II Enclosed in conceptual plan. 21 Enclosed in conceptual plan. Enclosed as Annexure IV During operational phase treated sewage water is reused for gardening. N.A Enclosed 47 Construction debris - will be collected & suitability used on site as per construction waste management plan. Enclosed as Annexure V. 36 N.A. - We will provide green belt area as per CPCB guidelines minimum of 33 % total area. Will be submitted at the earliest. Enclosed as Annexure VI DG set will be provided with suitable acoustic enclosure to minimize the noise. Enclosed as Annexure VII Enclosed as Annexure VIII

4 34. Environment Monitoring Plan during Construction & Enclosed as Annexure Operation Phase IX 35. EMP budget provisions for each category of EMP Enclosed as Annexure 41 X 36. Details of Natural drainages like canal channel if any within the site & its confluence point with areal distance from the boundary. N.A Period of completion of project supported with Bar Chart Will be submitted at /PERT chart. the earliest Recent photographs with the Inbuilt date stamp of the A recent photograph is 46 proposed site as on date & a certificate from competent authority / BDO or any official under him of concerned Panchayat Union as per case about the stage of construction. enclosed. 39. Copies of Approval obtained from Tamilnadu Fire Services Will be submitted at - & Rescue Services Department 40. Separate plan marked with different colour with the following details. Location of STP, compost system Pipeline conveying the treated effluent for greenbelt development Pipeline conveying the treated effluent for toilet flushing Water supply pipeline Gas supply pipeline if proposed Telephone cable Power cable the earliest. Will be submitted at the earliest. 41. Consultant Enclosed as Annexure XI NOC from Airport Authority of India Will be submitted at the earliest Details of fire safety & rescue services devices/ Enclosed as Annexure arrangements made in case of fire accidents etc XII Details of First Aid facilities available with trained man Enclosed as Annexure 44 power & life saving medicines. XIII 45. Provision of terrace garden & maintained continuously N.A Traffic flow study, considering other existing & planned developments & operations in the region, adopting IRC guidelines 47. Maintenance of common facilities including greening, rain water harvesting, sewage disposal, solid waste disposal & environmental monitoring should be the responsibility of the builder for a period of ten years 48. Installation of chute for each block for the disposal of solid waste from each apartment directly to the common solid waste treatment plant. 49. Details of CSR activities proposed along with breakup of cost estimate 50. Processing Fee of Rs. 3, 00,000 in the form of DD taken in favour of Member Secretary, SEIAA payable at Chennai 51. Full address of the Commissioner of Corporation/ Municipalities / Executive officers of town panchayat/ Block development officers of panchayat union whichever is applicable. Enclosed as Annexure XIV 3-44 Enclosed 48 N.A. Will be submitted at - the earliest. Enclosed 50 Kallapalyam Panchayat, Sulur Taluk, Kallapalayam Post, (NEAR COINDIA), Chettipalayam Via, Coimbatore

5 APPENDIX I (See paragraph 6) FORM 1 Basic Information Sl.. Item Details 1. Name of the project : M/s. Codissia Industrial Park Ltd. 2. S.. of the Schedule : 8 (a) 3. Proposed capacity/area/length/tonnage to be handled/command area/lease area/number of : Built Up Area Sq.m. wells to be drilled. 4. New/Expansion/Modernization : New 5. Existing Capacity/Area etc. : Category of Project i.e. A or B : Category B 7. Does it attract the general condition? If yes, please specify. : 8. Does it attract the specific condition? If yes, please specify. : 9. Location 96/1, 97, 98, 99/2, 101/2, 101/3, 102/2B, 131/2, 135/2, 136/2, 138, 141/2, 142/1B1, 142/2B1, 142/2B2, 142/3A, 142/3B, 143/1, 143/2, 143/3, 143/4, 144/1, 144/2, 144/3, 144/4, Plot/Survey/Kharse : 145/1, 146/1, 147/1, 147/2, 147/3, 148/1, 148/2, 314, 315/1A, 315/1B, 315/2A, 315/2B, 315/3, 316/1, 316/2, 316/3, 317/2, 318/1, 318/2, 318/3, 320/1, 320/2A, 320/2B, 320/2C, 320/2D, 320/2E, 320/2F, 321/1, 321/2, 322/1 and 322/2 Village : Kallapalayam Village Tehsil : Palladam Taluk District : Coimbatore State : Tamil Nadu 10. Nearest railway station/airport along with distance in kms 11. Nearest Town, city, District Head quarters along with distance in kms 12. Village Panchayats, Zilla Parishad, Municipal corporation, Local Body (complete postal addresses telephone no. to be given) : : Railway Station : Coimbatore (13.53 Km) & Airport: Coimbatore Airport (11.5 Km from the Site) City: Coimbatore (16 km from the Site) Kallapalyam Panchayat, Sulur Taluk, Kallapalayam Post, (NEAR COINDIA), Chettipalayam Via, Coimbatore Name of the applicant : Dr A.V.Varadharajan 14. Registered Address : G.D.Naidu Towers,Huzur Road,Coimbatore Address for Correspondence : Name : Dr A.V.Varadharajan 4

6 22. Designation (Owner /Partner/CEO) : Managing Director Address : G.D.Naidu Towers,Huzur Road,Coimbatore Pin Code : codissiapark@gmail.com Telephone. : Fax. : Details of Alternative Sites examined, if any. Location of these sites should be shown on a : topo sheet. 17. Interlined Projects : 18. Whether separate application of interlined project has been submitted : If yes, date of submission : If no, reason : -- Whether the proposal involves approval/ 21. clearance under: (a) The Forest (Conversation ) Act, 1980 (b) The Wildlife ( Protection ) Act, 1972 The C.R.Z. tification, 1991 : Whether there is any Government Order / Policy relevant / relating to the site? : 23. Forest land involved ( hectares ) : 24. Whether there is any litigation pending against the project and/or land in which the project is propose to be set up (a) Name of the Court (b) Case. (C) Orders/directions of the Court, if any and its relevance with the proposed project. : 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.) S.. Information/Checklist confirmation Yes/ 1.1 Permanent or temporary change in land use, land cover or topography including increase in intensity of land use (with respect to local land use plan) Yes Details thereof (with approximate quantities /rates, wherever possible) with source of information data The land that has been procured for the purposes of the proposed Project is not covered under the Local Planning Authority (LPA). It has not been indicated or listed in the Master Plan of the LPA as well; hence it has Land Use. Thus, an approval from Directorate of Town & Country Planning has to be obtained for converting the said land from Land Use to land for Industrial Development. 5

7 1.2 Clearance of existing land, vegetation and buildings? 1.3 Creation of new land uses? 1.4 Pre-construction investigations e.g. bore houses, soil testing? 1.5 Construction works? Yes Construction yet to commence. 1.6 Demolition works? demolition required as it is vacant land. 1.7 Temporary sites used for construction works or Housing of construction workers? 1.8 Above ground buildings, structures or Excavated soil will be used for leveling Earthworks including linear structures, cut Yes and backfilling. and fill or excavation 1.9 Underground works including mining or tunneling? 1.10 Reclamation works? 1.11 Dredging? 1.12 Offshore structures? 1.13 Production and manufacturing processes? 1.14 Facilities for storage of goods or materials? 1.15 Facilities for treatment or disposal of solid waste or liquid effluents? Yes 1.16 Facilities for long term housing of operational workers? 1.17 New road, rail or sea traffic during construction or operation? 1.18 New road, rail, air waterborne or other transport infrastructure including new or altered routes and stations, ports, airports etc? 1.19 Closure or diversion of existing transport routes or infrastructure leading to changes in traffic movements? 1.20 New or diverted transmission lines or pipelines? 1.21 Impoundment, damming, culverting, realignment or other changes to the hydrology of watercourses or aquifers? 1.22 Stream crossings? 1.23 Abstraction or transfers of water from ground or surface waters? 1.24 Changes in water bodies or the land surface affecting drainage or run-off? 1.25 Transport of personnel or materials for construction, operation or decommissioning? Yes 1.26 Long-term dismantling or decommissioning or restoration works? 1.27 Ongoing activity during decommissioning which could have an impact on the environment? 1.28 Influx of people to an area in either temporarily or permanently? Yes 1.29 Introduction of alien species? Sewage Treatment Plant will be proposed. For the collection and storage of solid waste, area will be demarcated within the premises. Construction labour will be sourced locally; hence no housing facilities are to be provided. Existing facilities will be utilized. 6

8 1.30 Loss of native species or genetic diversity? 1.31 Any other actions? 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.. Information/checklist confirmation Yes/ 2.1 Land especially undeveloped or agricultural land (ha) 2.2 Water (expected source & competing users) unit: KLD Yes 2.3 Minerals (MT) 2.4 Construction material stone, aggregates, sand / soil (expected source MT) 2.5 Forests and timber (source MT) 2.6 Energy including electricity and fuels (source, competing users) Unit: fuel (MT), energy Yes (MW) 2.7 Any other natural resources (use appropriate standard units) Details thereof (with approximate quantities /rates, wherever possible) with source of information data Source: NTADC-New Tirupur Area Development Corporation Fresh Water : 400 KLD All construction material will be bought from authorized sellers. Power requirement: 10 MW Source of power: TNEB DG Set: 82.5 KVA 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. S.. Information/Checklist confirmation Yes/ 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) 3.2 Changes in occurrence of disease or affect disease vectors (e.g. insect or water borne diseases) 3.3 Affect the welfare of people e.g. by changing living conditions? 3.4 Vulnerable groups of people who could be affected by the project e.g. hospital patients, children, the elderly etc., 3.5 Any other causes Details thereof (with approximate quantities/rates, wherever possible) with source of information data 4. Production of solid wastes during construction or operation or decommissioning (MT/month) S.. Information/Checklist confirmation Yes/ 4.1 Spoil, overburden or mine wastes Details thereof (with approximate quantities/rates, wherever possible) with source of information data 7

9 4.2 Municipal waste (domestic and or commercial wastes) 4.3 Hazardous wastes (as per Hazardous Waste Management Rules) Yes 4.4 Other industrial process wastes 4.5 Surplus product 4.6 Sewage sludge or other sludge from effluent treatment Yes 4.7 Construction or demolition wastes Yes 4.8 Redundant machinery or equipment 4.9 Contaminated soils or other materials 4.10 Agricultural wastes 4.11 Other solid wastes The estimated solid waste generated from the Residential project will be 1000 Kg/day Biodegradable: 600 Kg/day n-biodegradable: 400 Kg/day hazardous waste generation. Used oil from DG sets will be disposed as per TNPCB guidelines. 30 Kg/day Sludge will be from STP and used as manure. Wastes arising due to construction activity will be disposed off safely through Authorized recyclers. 5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr) S.. Information/Checklist confirmation Yes/ 5.1 Emissions from combustion of fossil fuels from stationary or mobile sources 5.2 Emissions from production processes 5.3 Emissions from materials handling including storage or transport 5.4 Emissions from construction activities including plant and equipments Yes 5.5 Dust or odours from handling of materials including construction materials, sewage and waste 5.6 Emissions from incineration of waste 5.7 Emissions from burning of waste in open air (e.g. slash materials, construction debris) 5.8 Emissions from any other sources Details thereof (with approximate quantities/rates, wherever possible) with source of information data DG Set emissions will be within SPCB s norms There will not be any odour generating activities. 6. Generation of ise and Vibration, and Emissions of Light and Heat: S.. Information/Checklist confirmation Yes/ 6.1 From operation of equipment e.g. engines, ventilation plant, crushers Yes Details thereof (with approximate quantities/rates, wherever possible) with source of information data with source of information data DG Set will be operated during power failure only. 6.2 From industrial or similar processes 8

10 6.3 From construction or demolition Yes 6.4 From blasting or piling 6.5 From construction or operational traffic Yes 6.6 From lighting or cooling systems 6.7 From any other sources All emissions and noise/ vibration occurring during construction activity will be within standards prescribed by the SPCB. All emissions and noise occurring due to constructional and operational traffic will be within the SPCB s limit 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: S.. Information/Checklist confirmation Yes/ 7.1 From handling, storage, use or spillage of hazardous materials 7.2 From discharge of sewage or other effluents to water or the land (expected mode and place of discharge) 7.3 By deposition of pollutants emitted to air into the land or into water 7.4 From any other sources Yes 7.5 Is there a risk of long term build up of pollutants in the environment from these sources? Details thereof (with approximate quantities/rates, wherever possible) with source of information data Sewage will be treated in sewage treatment plant and treated sewage will be reused for Gardening. Emission will be well within the limit and adequate stack will be provided. 8. Risk of accidents during construction or operation of the Project, which could affect human health or the environment S.. Information/Checklist confirmation Yes/ 8.1 From explosions, spillages, fires etc from storage, handling, use or production of hazardous substances 8.2 From any other causes 8.3 Could the project be affected by natural disasters causing environmental damage (e.g Floods, earthquakes, landslides, cloudburst etc)? Details thereof (with approximate quantities/rates, wherever possible) with source of information data t envisaged 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 9

11 S.. Information/Checklist confirmation Yes/ 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.) Housing development Extractive industries Supply industries Other 9.2 Lead to after-use of the site, which could have an impact on the environment 9.3 Set a precedent for later developments 9.4 Have cumulative effects due to proximity to other existing or planned projects with similar effects Details thereof (with approximate quantities/rates, wherever possible) with source of information data 10. Environmental Sensitivity S.. Areas 1 Areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value 2 Areas which are important or sensitive for ecological reasons - Wetlands, watercourses or other water bodies, coastal zone, biospheres, mountains, forests 3 Areas used by protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration Name/ Identity 4 Inland, coastal, marine or underground waters 5 State, National boundaries 6 Routes or facilities used by the public for access to recreation or other tourist, pilgrim areas 7 Defence installations 8 Densely populated or built-up area 9 Areas occupied by sensitive man-made land uses (hospitals, schools, places of worship, community facilities) 10 Areas containing important, high quality or scarce resources (Ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals) Yes Yes Aerial distance (Within 15 km.) Proposed project location boundary Pappampatti village (6.4 Km from site) has population of 4143 of which 2052 are males while 2091 are females as per Population Census Major Hospitals & educational institutions 10 to 15 km away from the site. 10

12 11 Areas already subjected to pollution or environmental damage. (Those where existing legal environmental standards are exceeded) 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) I hereby given undertaking that the data and information given in the application and enclosures are true to the best of my knowledge and belief and I am aware that if any part of the data and information submitted is found to be false or misleading at any stage, the project will be rejected and clearance give, if any to the project will be revoked at our risk and cost. Date: Place: Signature of the Applicant With Name and Full Address (Project Proponent / Authorized Signatory FORM-1 A & CONCEPTUAL PLAN (CHECK LIST OF ENVIRONMENTAL IMPACTS) (Project proponents are required to provide full information and wherever necessary attach explanatory notes with the Form and submit along with proposed environmental management plan & monitoring programme) 1. LAND ENVIRONMENT (Attach panoramic view of the project site and the vicinity) 1.1. Will the existing land use get significantly altered from the project that is not consistent with the surroundings? (Proposed land use must conform to the approved Master Plan / Development Plan of the area. Change of land use if any and the statutory approval from the competent authority are 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. The land that has been procured for the purposes of the proposed project is not covered under the Local Planning Authority (LPA). It has not been indicated or listed in the Master Plan of the LPA as well; hence it has Land Use. Thus, an approval from Directorate of Town & Country Planning has to be obtained for converting the said land from Land Use to land for Industrial Development. The conceptual plan is enclosed. Maps of (i) site location and surrounding features of the proposed site (within 5 Kilo meters) are enclosed in conceptual plan. 11

13 1.2. List out all the major project requirements in terms of the land area, built up area, water consumption, power requirement, connectivity, community facilities, parking needs etc. The project requirements for the proposed project are: Total site area : Sq. m Build Up Area : Sq.m Water consumption : 400 KLD Power requirements : 10 MW from TNEB Parking needs : Sq.m 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 proposed project is likely to attract commercial activity such as hotels, utilities and stationary shops during the construction phase and operation phase. These activities are expected to have a positive socio-economic impact on the local population. significant negative impacts are likely 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 is no significant land disturbance resulting in erosion, subsidence and instability. The project site, as can be seen from the topographic survey map mostly plain so there will not be any significant land disturbance Will the proposal involve alteration of natural drainage systems? (Give details on a contour map showing the natural drainage near the proposed project site) The natural drainage system will not be altered in any way due to the proposed project 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.) As the site is relatively flat with negligible contour level difference compared to the total extent of the site the cutting quantities are not recognizable. There will be excavations for the proposed column foundations, the soil excavated will be used for back filling Give details regarding water supply, waste handling etc during the construction period. The requirement during construction will be met NTADC-New Tirupur Area Development Corporation. The construction waste will be disposed off regularly as suggested by authorized recyclers. 12

14 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) The proposed design plans will not affect the outside drainage patterns. The storm water from the land will be utilized for greenbelt or drain to the nearest drainage system 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 waste will not cause any health hazard. Construction debris will be collected and suitability used on site as per construction waste management plan. And will be safely disposed off by the authorized recyclers. 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 requirement for the project site is expected to be sourced from the existing NTADCL / TWAD line shall be examined, to ensure continuous water supply. The total water requirement for the project will be about 400 KLD. Water balance chart is given in Annexure III What is the capacity (dependable flow or yield) of the proposed source of water? The 400 KLD water demand will be met from the existing NTADCL / TWAD line shall be examined, to ensure continuous water supply 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) 290 KLD will be required for domestic use; water will be sourced from the existing NTADCL / TWAD line shall be examined, to ensure continuous water supply How much of the water requirement can be met from the recycling of treated wastewater? (Give the details of quantities, sources and usage) The treated sewage water of capacity 232 KLD will be used for gardening Will there be diversion of water from other users? (Please assess the impacts of the project on other existing uses and quantities of consumption) There will be no water diversion from other users What is the incremental pollution load from wastewater generated from the proposed activity? (Give details of the quantities and composition of wastewater generated from the proposed activity) The wastewater generated from the project site will be sent to sewage treatment plant. Based on general domestic wastewater characteristics, the BOD and COD concentrations in the wastewater 13

15 are expected to be in the range of mg/l and mg/l respectively Give details of the water requirements met from water harvesting? Furnish details of the facilities created. Through water harvesting ground water levels will be improved. The details about the rain water harvesting plans are enclosed as Annexure VI What would be the impact of the land use changes occurring due to the proposed project on the runoff characteristics (quantitative as well as qualitative) of the area in the post construction phase on a long term basis? Would it aggravate the problems of flooding or water logging in any way? The proposed project will not have any impact on the run off characteristics of the area 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) In this proposed project activity the water for the domestic uses will be sourced from the existing NTADCL / TWAD line shall be examined, to ensure continuous water supply. Bore water will not be extracted for the domestic and other process. So there will be no impact on the ground water. Rain water harvesting will be implemented effectively to recharge ground water level 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) Storm water drains will be provided along the internal roads of the site to meet the expected increase in the runoff during the rainy season due to the impervious nature of the roof, roads and other paved areas. In addition, all roof water will be collected and discharged into specially designed rain water harvesting facilities 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) As detailed, Storm water is proposed to be disposed off through percolation pit / utilized by green belt, which are proposed to be constructed all around the complex Will the deployment of construction laborers particularly in the peak period lead to unsanitary conditions around the project site (Justify with proper explanation). construction labors will be hired locally and no temporary housing facility is proposed hence not leading to any unsanitary conditions around the project site What on-site facilities are provided for the collection, treatment & safe disposal of sewage? (Give details of the quantities of wastewater generation, treatment capacities with technology & facilities for recycling and disposal) Sewage treatment plant of capacity 240 KLD will be proposed to treat the sewage (232 KLD) generated from the project site. Treated sewage water (232 KLD) will be reused for gardening. 14

16 2.14. Give details of dual plumbing system if treated waste used is used for flushing of toilets or any other use. Treated sewage water is used for gardening only, hence no requirement for dual plumbing system. 3. VEGETATION 3.1. Is there any threat of the project to the biodiversity? (Give a description of the local ecosystem with its unique features, if any) The proposed project does not affect the local ecosystem. The project site is located in an area where only barren dry lands are present. animals are seen in the area surrounding the site Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project) In the vicinity of the proposed project site there are no big trees are present. The present project site is vacant and no sight of trees in the surroundings. 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. The location for the proposed project is a vacant land; no fauna will be disturbed due to the proposed project Any direct or indirect impacts on the avifauna of the area? Provide details., there are no direct or indirect impacts on the avifauna of the area Prescribe measures such as corridors, fish ladders etc to mitigate adverse impacts on fauna There will not be adverse impacts on fauna by the proposed project and so the above said measures are not required. 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 a construction of Industrial Park project. There will be no emissions from the proposed project. There will be a slight increase in the vehicular traffic, which might result to a slight increase in pollution. However emissions would be well within the TNPCB limits. 15

17 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. hazardous gases are produced due to proposed construction. There will be a slight increase in the vehicular traffic, which might result to a slight increase in dust, smoke etc 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. The proposed project has planned to provide 100% parking facilities for all the vehicles in the open space. Adequate measures will be taken to efficiently manage the traffic at the entry and exit of the site Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc., with areas under each category. The parking details are shown in the project layout map. The parking details are enclosed in Annexure II Will there be significant increase in traffic noise & vibrations? Give details of the sources and the measures proposed for mitigation of the above. Due to the proposed construction project there will be a slight vehicular traffic noise & vibrations will be resulted and the impact by the same will be reduced by planting trees etc What will be the impact of DG sets & other equipment on noise levels & vibration in & ambient air quality around the project site? Provide details. For this project, DG set of capacity of 82.5 KVA (1 ) will be used. As per the prevailing norms the DG sets will be covered with acoustic enclosures to reduce the noise levels. Emission of heat and smoke is vented out through stack as per norms from statutory body. 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? The proposed project does not obstruct any scenic view Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account? With the development of the proposed project there will not be adverse impacts on the surrounding area Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out. 16

18 All norms on ground coverage, FAR, height, setbacks, structural design, and other parameters will be strictly followed 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. There are no such sites located in the vicinity of the proposed project site. 7. SOCIO-ECONOMIC ASPECTS 7.1. Will the proposal result in any changes to the demographic structure of local population? Provide the details. With the proposed project there will be an inflow of population into the area. During construction phase of the project, this project will provide temporary employment to many unskilled and semiskilled laborers in nearby areas. This project will also help in generation of indirect employment to those people who render their services for the personnel directly working in the project. Thus the direct and indirect employment generation by this project will be a positive socio-economic development in the surroundings of the project area. The socio-economic development in the region will lead for enhancement of quality of life of people in the region Give details of the existing social infrastructure around the proposed project. Some Industrial/residential development is seen in the surrounding of the project site Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed? such effects will be caused on the local communities due to proposed project. 8. BUILDING MATERIALS 8.1. May involve the use of building materials with high-embodied energy. Are the construction materials produced with energy efficient processes? (Give details of energy conservation measures in the selection of building materials and their energy efficiency) The proposed project is designed and developed based on energy conservation concept Energy Conservation Measures enclosed as Annexure VIII Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts? The transport and handling of material will result in pollution to the nearby areas but they will still be within the permissible limits of residential/commercial areas. To minimize the impacts of pollution the construction materials are proposed to be transported to the site during non peak hours reducing noise, traffic & public nuisance. 17

19 8.3. Are recycled materials used in roads and structures? State the extent of savings achieved? Recycled materials like fly ash bricks and hollow blocks are proposed to be used for this project Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project. For biodegradable wastes, composting method/buyers is proposed and the non biodegradable wastes are disposed off through authorized recyclers. 9. ENERGY CONSERVATION 9.1. Give details of the power requirements, source of supply, backup source etc. What is the energy consumption assumed per square foot of built-up area? How have you tried to minimize energy consumption? The estimated power requirement for the site is a maximum of 10 MW and this will be sourced from TNEB What type of, and capacity of, power back-up to you plan to provide? Power backup through diesel generator set of capacity 82.5 KVA (1.) will be provided for essential services 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? rmal glass of 5mm thick will be used for windows and pin head 4mm thick glass for ventilators will be used What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project. Solar street lights are proposed to reduce the power consumption Does the layout of streets & buildings maximize the potential for solar energy devices? Have you considered the use of street lighting, emergency lighting and solar hot water systems for use in the building complex? Substantiate with details. Yes, solar energy systems will be used 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? Insulated sheet cladding will be provided to reduce the heat ingress inside the building. 18

20 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. The proposed project is designed and developed based on maximum energy efficient concept, so all necessary arrangements will be made What are the likely effects of the building activity in altering the micro-climates? Provide a self assessment on the likely impacts of the proposed construction on creation of heat island & inversion effects? As the proposed project is a construction of Industrial Park project, no such effects will be created on the environment 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. All the characteristics and properties of the material will be adhered to National building code 2005 codes What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans. As per local building norms and regulations of NBC the fire safety precautions are proposed If you are using glass as wall material provides details and specifications including emissivity and thermal characteristics. Glass is not used as wall material. 10. ENVIRONMENT MANAGEMENT PLAN The Environment Management Plan would consist of all mitigation measures for each item wise activity to be undertaken during the construction, operation and the entire life cycle to minimize adverse environmental impacts as a result of the activities of the project. It would also delineate the environmental monitoring plan for compliance of various environmental regulations. It will state the steps to be taken in case of emergency such as accidents at the site including fire. The environmental management plan would focus on possible significant impacts. As indicated the proposed project is not expected to cause any impacts to the natural environment. However, during site preparation and construction phases of the project some impacts to air quality through dust emission is expected. The same can be mitigated through proper dust control measures such as sprinkling water along the areas where vehicular traffic and earth moving equipment will be active. Impacts to air quality from emission of exhaust gases from vehicles and equipment could be minimized by turning of the engines instead of keeping them in idle mode. The impact 19

21 of emissions from on site vehicles and equipment is expected to low compared to that caused by the emissions from vehicular traffic. Water quality impacts are not expected as it is proposed to meet the domestic water supply demand from the existing NTADCL / TWAD line shall be examined, to ensure continuous water supply. Best practice for storm water management will be followed and the storm water drain systems will be developed which will drain excess storm water into the nearby drainage system. Wastewater generated by the project will be treated in sewage treatment plant and treated water reused for gardening. The contractor will take all necessary actions to ensure health and safety of construction workers. CONCEPTUAL PLAN (DESCRIPTIVE REPORT OF THE PROJECT) 1. INTRODUCTION M/s. Codissia Industrial Park Ltd has proposed to construct industrial park project at Survey 96/1, 97, 98, 99/2, 101/2, 101/3, 102/2B, 131/2, 135/2, 136/2, 138, 141/2, 142/1B1, 142/2B1, 142/2B2, 142/3A, 142/3B, 143/1, 143/2, 143/3, 143/4, 144/1, 144/2, 144/3, 144/4, 145/1, 146/1, 147/1, 147/2, 147/3, 148/1, 148/2, 314, 315/1A, 315/1B, 315/2A, 315/2B, 315/3, 316/1, 316/2, 316/3, 317/2, 318/1, 318/2, 318/3, 320/1, 320/2A, 320/2B, 320/2C, 320/2D, 320/2E, 320/2F, 321/1, 321/2, 322/1 and 322/2 Kallapalayam Village, Palladam Taluk, Coimbatore District. 1.1 Details of the proposed site: Following are the details regarding the proposed site. a) Archaeological monuments The location does not have any archaeological monuments in nearby 10km radius. b) Biological resources It was found during study period that the location is devoid of any endangered flora and fauna in 25 km radius. c) Cultural Monuments The site does not have any cultural monuments within the area of 10 km radius. d) Defence There is no defence installation within 10 km radius of this site. e) Employment Generation This project will generate the employment in the immediate surroundings of the people during the construction period. f) Geography The location is geographically suitable for setting up of project, as the unit will not be disturbed by climatic and other geographical condition. 20

22 g) Transportation facilities The project site is well connected by road and rail. Coimbatore and Airport is Coimbatore. The nearest major railway station is h) Socio-economic The unit will improve the economy both at International, National and State level. I) Meteorology Both micro and macro meteorology is found to be suitable for this project. j) Natural disaster The area is devoid of natural disasters like earthquake, cyclone, landslides etc. k) Sensitive area The location does not have any sensitive areas in nearby 10km radius. l) Power The power would be sourced from TNEB. The estimated power requirement for the project is about 10 MW. m) Highway The proposed project site is also well connected by NH and MDRs and abuts the road in the north. n) Land use classification The land that has been procured for the purposes of the proposed project is not covered under the Local Planning Authority (LPA). It has not been indicated or listed in the Master Plan of the LPA as well; hence it has Land Use. Thus, an approval from Directorate of Town & Country Planning has to be obtained for converting the said land from Land Use to land for Industrial Development. 2 SALIENT FEATURES OF THE PROJECT TABLE 2.1: PROJECT PROFILE Sl.. Description Details 1. Total Site Area Sq. m 2. Total water demand 400 KLD 3. Power demand and source 10 MW from TNEB 4. DG Set 82.5 KVA 5. Total Estimated Cost Of Development Rs Crores TABLE 2.2: AREA DETAILS FOR THE PROPOSED PROJECT Area Break up Area in Sq.m a) Ground coverage area b) Road and Physical Infrastructure Area

23 c) Parking Area d) Landscaping area (33 % of the total area) e) OSR area (11 % of the total area) f) (STP & Solid waste storage Area g) Others/Vacant Total Site Area Table 2.3: Details of Material used during construction. 1. Reinforcement Steel 2. Cement 3. Cement Blocks 4. Sand 5. Aggregate 6. Aluminum 7. Wood Description Table 2.4: Details of Details of construction equipment. Description 1. Transit mixers 2. Tipper 3. Batching plant 4. Vibrators 5. Mobile concrete pump 6. Static pump 7. Tower crane 8. Excavator 9. JCB 10. Loader 11. Compressor 3 WATER CONSUMPTION In this project, water will be used for domestic purpose. The total requirement of water for this project will be 400 KLD. It will be met from the existing NTADCL / TWAD line shall be examined, to ensure continuous water supply. 4 WASTEWATER DETAILS In this project, the wastewaters generated due to the domestic uses. The sewage disposal method and the details are given below: Table: 4.1 S.. Details Quantity/day 1. Sewage 232 KLD Water balance chart and design details of STP are enclosed as Annexure III & IV respectively. 22

24 5.0 EXISTING ENVIRONMENTAL STATUS 5.1 MICROMETEOROLOGY Meteorological conditions play a vital role in planning orientation of stacks, operation and maintenance of factory and also on the environmental impact. The summary of micrometeorological data of the region pertaining to the years is presented in Table TEMPERATURE April is the hottest month with maximum monthly mean temperature of C. January is the coolest month with minimum monthly mean temperature of C Table AVERAGE MINIMUM TEMPERATURE ( o C) FOR DIFFERENT MONTHS ( ) FROM IMD STATION COIMBATORE Month AVG January February March April May June July August September October vember December Average NOTE : The average temperatures have been calculated on the basis of data available Source : Indian Meteorological Department 23

25 Table AVERAGE MAXIMUM TEMPERATURE ( o C) FOR DIFFERENT MONTHS ( ) FROM IMD STATION COIMBATORE Month AVG January February March April May June July August September October vember December Average NOTE : The average temperatures have been calculated on the basis of data available Source : Indian Meteorological Department 24

26 Table MONTHLY RAINFALL DATA (MM) ( ) FROM IMD STATION COIMBATORE Month AVG January February March April May June July August September October vember December AVG NOTE : The average rainfall have been calculated on the basis of data available Source : Indian Meteorological Department Tables MONTHLY MEAN RELATIVE HUMIDITY (%) AT 0830 HOURS ( ) FROM IMD STATION COIMBATORE Month AVG January February March April May June July August September October vember December Average NOTE : The average relative humidity have been calculated on the basis of data available Source : Indian Meteorological Department 25

27 Tables MONTHLY MEAN RELATIVE HUMIDITY (%) AT 1730 HOURS ( ) FROM IMD STATION COIMBATORE Month AVG January February March April May June July August September October vember December Average NOTE : The average relative humidity have been calculated on the basis of data available Source : Indian Meteorological Department Table MONTHLY AVERAGE WIND SPEED, 24 HRS (KMPH) ( ) FROM IMD STATION COIMBATORE Month AVG January February March April May June July August September October vember December Average NOTE : The average temperatures have been calculated on the basis of data available Source : Indian Meteorological Department 26

28 6 AIR POLLUTION CONTROL MEASURES The following APC measure has been provided for the emission from the respective units. Table: 6.1. S.. Air pollutant Source Control 1 SO 2, NOx DG sets With acoustic enclosure 2 Dust, SO 2, NOx, CO Vehicles Black carpeted roads will be maintained properly to reduce dust, All vehicle owners will be informed to follow the emission standards fixed by Government Authorities to keep the air pollutants under control. 7 SOLID WASTES Solid waste expected to be generated from the project will be of domestic in nature. It will be collected from designated locations and arrangement will be made for disposal of the same. The collected solid waste will be disposed through municipality. S.. Particulars Quantity Kg/Day Method of Disposal 1 Biodegradable 600 Biodegradable waste will be disposed to Municipality. 2 n Biodegradable The non-biodegradable waste 400 will be disposed to authorized recycler. 3 Sludge from STP 30 Used as manure. 27

29 8 ENVIRONMENTAL LITIGATION MEASURES Environmental impact Table 8.1: General Environmental mitigation measures Mitigation measures CONSTRUCTION PHASE Environmental This will include Management and institutional Monitoring requirements, training, environmental management and monitoring. Air Pollution Vehicles and machinery are to be regularly maintained so that emissions conform to National and State AAQ Standards. Time frame During and after construction Beginning with and continuing throughout construction ise ise standard at Beginning processing sites, e.g. and through aggregate crushing construction plants, will be strictly enforced to prevent exceedances of GOI noise standards. Workers in vicinity of strong noise will wear earplugs and their working time should be limited as a safety measure. Solid waste The waste generated Beginning Management from labour during and through construction shall construction suitably be collected and shall be disposed at suitable site. OPERATION PHASE Air Pollution Afforestation programs Tree Plantations. Implementing organization Responsible organization Contractor The project proponent Contractor The project proponent Contractor The project proponent Contractor The project proponent After completion of construction The proponent project ise Water management Maintenance of Storm Water Drainage System Waste Management The use of sound barriers or other measures should be considered where warranted. The public will be educated about the regulations of noise from vehicles The water shall suitably be checked for various uses and shall be reported accordingly. The urban drainage systems will be periodically checked and cleared so as to ensure adequate storm water flow. The waste generated from toilets etc., shall be properly collected and shall be suitably disposed off. After completion of construction The proponent project During operation The project proponent Beginning and end of monsoon The project proponent. During operation The project proponent 28

30 Topo Plan 5 Km Radius SITE 29

31 Site Location & Setting for Park Coimbatore Palladam Site 30

32 Area Break up Annexure I Land Use Area Break Up Area in Sq.m h) Ground coverage area i) Road and Physical Infrastructure Area j) Parking Area k) Landscaping area (33 % of the total area) l) OSR area (11 % of the total area) m) (STP & Solid waste storage Area n) Others/Vacant Total Site Area Annexure II Details of Parking S. Description. of Parking required. of Parking provided Area required per unit (m 2 ) Area required for parking (m 2 ) Car 1 Parking Area provided for parking (m 2 ) Two wheeler Truck

33 Annexure III WATER BALANCE CHART Total Water Requirement : 0.4 MLD ; Source : NTADC-New Tirupur Area Development Corporation Domestic Water Demand 290 KLD 80% of total water demand Sewage Generation 232 KLD STP Designed Capacity 240 KLD Treated Sewage Water 232 KLD Gardening 232 KLD 32

34 Annexure -IV Design Calculation for Sewage Treatment Plant Flow rate logistics: Design capacity Operating Hours Average Flow Rate : KLD : 20 hrs : 12.0 m 3 /hr Quality logistics: S. Description Unit Inlet Outlet Standards 1 ph TSS mg/l <20 < 30 3 BOD mg/l < 10 <20 4 COD Mg/l < 100 < Oil & Grease Mg/l 50 < 5 < 10 Bar Screen Chamber Bar Screen Size m x 0.5 m x 1.6 m TH Volume of Bar Screen Chamber V cum Flow Rate Q cum/hr Retention time T - V / Q / hrs Standard retention hrs for Bar screen Chamber is 15 mins 20 mins Provided retention hrs is more than sufficient to recover coarse particles. Hence the Bar Screen chamber is adequate Sewage Collection tank: Size of collection tank m x 7.0 m x 2.5 m SWD m FB Volume of Collection tank V cum Flow rate Q cum/hr Retention time T - V / T / hrs Standard retention time for Collection tank is 8 10 hrs. Air requirement for Sewage Collection sump = 80% of the volume of sewage collection sump. Hence the air requirement = 0.8*122.5 = 98.0 m3/hr Hence the considered sewage collection sump is adequate. FBBR - AERATION TANK: Size of Aeration tank m x 5.3m x 3.5m SWD m FB Volume of Aeration tank V cum Flow rate Q cum/hr Volume of the Aeration Tank Required - BOD Load/(F/M * MLVSS) BOD Load Kg of BOD per day MLVSS - 80% of MLSS MLSS PPM 33

35 F/M Ratio to 0.15 We have offered FBBR based Sewage Treatment Plant, Standard Retention time for FBBR based STP is 6 hrs, but we have considered 8.2 hrs retention for Aeration. FBBR Media Specifications. Color : Black. of. Pieces : 1, 00,000/- Surface area : 500 m2/m3 Specific gravity : 0.94 gm/cc Reduction of BOD : 84 kg of BOD / m3 volume of FBBR Media Volume of Media required: 84 /6.0 = 14 m3 Air Blower Assume O 2 requirement - 2 kg of O 2 / 1 kg of BOD - 1kg of BOD / 2 kg of O 2 Assume BOD for sewage mg/l kg/m 3 BOD Load x kg of BOD/day O 2 requirement - 84 x kg of O 2 /day Oxygen 16% of SOTR / (0.16 x 0.23x 0.65 x 0.95) / = α = 0.65; β = 0.95 Density = 1.2 => / m 3 /day Air requirement / m 3 /hr The air requirement for Aeration system = m Head Secondary Settling Tank: Average flow rate : 12.0 m3/hr Size of the tank : 4.0 m x 4.0 m x 3.0 m SWD m FB Volume of tank : 48 m3 Retention time : 48 /12.0 : 4.0 hrs Standard Retention time for Secondary Settling 3 to 4 hrs, But we have considered 4.0 hrs of retention time. Filter Feed Tank Size of the Filter feed tank m x 3.8 m x 2.5 m LD m FB Volume of Filter Feed tank V cum Flow rate Q cum/hr Retention time T - V / T / hrs Standard retention time for Filter Feed tank is 2.0 hrs Provided retention hrs is > or = Standard retention hrs. 34

36 Pressure Sand Filter: Flow rate Q : 12.0 cum/hr Filtration rate for PSF (V) : 12 m3/m2 hr Q : A x V A : 12.0 / 12 : 0.1 SQ.M D : 1.0 M Diameter to be provided is 1000 mm Height to be provided is 1500 mm. Filtering media: Fine Sand / Silex Supporting media: Gravels / Pebbles Hence the size of the vessel is = 1000 mm dia x 1500 mm HOS Provided diameter is > or = Standard diameter. Activated Carbon Filter: Flow rate Q : 12.0 cum/hr Filtration rate for ACF (V) : 12 m3/m2 hr Q : A x V A : 0.12 / 12 : 0.1SQ.M D : 1.0 M Diameter to be provided is 1000 mm Height to be provided is 2000 mm Filtering media: Granular Activated carbon. Supporting media: Gravels / Pebbles. Hence the size of the vessel is = 800 mm dia x 2000 mm HOS Provided diameter is > or = Standard diameter. Sludge Holding Tank: Size of Sludge Holding Tank - 5.0m x 5.0m x 2.0m SWD + 0.5m FB Plant Capacity KLD Inlet BOD mg/l BOD Load - (240 * 350)/1000 = 84 kg/day Sludge consistency (1.0%) Volume of sludge generation - 30% of BOD load 30% of BOD Load - 0.3*84 = 25.2 Kg / day - = 25.2 m3/day Volume of the sludge tank The standard retention time of sludge holding tank will be 24 hrs / one day, But here we considered more than storage of sludge generation. Sludge will be dewatered by filter press. The Air required for sludge Holding tank will be = 60.0 m3/hr The Total Blower Capacity = m Head 35

37 Annexure V Solid Waste Generation Per capita S.. of Occupants value (kg/capita/day) Total waste (in kg/day) Total solid waste generation for Institution as per CPHEEO (kg/day) 1000 Assuming 60% of biodegradable waste (kg/day) 600 Assuming 40% of n biodegradable waste (kg/day) 400 S Particulars Biodegradable n Biodegradable Sludge from STP Quantity Kg/Day Method of Disposal Biodegradable waste will be disposed to Municipality. The non-biodegradable waste will be disposed to authorized recycler. 30 Used as manure. Annexure VI Storm Water Drainage System & Estimated Cost (a) Design Considerations Designing of the storm water disposal system would be a key design aspect of the proposed Park. Considering the topographic features and the levels at the site with the corresponding off-site drainage network, a network of storm water drains parallel to the proposed road network has been planned to drain the storm water (b) Design Parameters The following factors are taken into consideration for planning of the storm water drainage system: (i) (ii) (iii) The pattern of natural slope of the site, its extent and direction Strom water drained towards the ponds, thus natural drainage system in the downstream area The road network system envisaged and level of the roads 36

38 (iv) (v) (vi) (vii) The rain fall run off from plots/units, and other covered areas into catch basin connected to branch drain laid along the road adjacent property line. The branch drain carries the water into lateral, which in turn carries it to the trunk drain The rainwater from open spaces and from isolated places, flow over the ground following the natural slope and get into the nearest drain through the vertical grating As a camber of 2.5% on the pavement is provided, the runoff from the ROW shall flow towards the drains provided at either side of road For design of storm water drainage system for the park, following design parameters are considered: (AA) Rainfall Intensity: 35mm / hr for a return period of 2 years (BB) Runoff factor: 60% runoff factor from the total area (CC) Minimum gradient: 1 in 300 (DD) Minimum velocity: 0.6 m /sec (c) Proposed Drainage System (i) (ii) The network shall be designed to drain away the runoff from the plots and the roads would comprise of open rectangular RCC drains with PCC floor The storm water flow will finally drain into a lead off storm water drainage system connected to the road system Annexure VII Calculation of Stack Height Diesel Generator Capacity 82.5 KVA -1 The minimum height of stack to be provided with each generator set can be worked out by using the following formula: H = h+0.2 x KVA Where, H = Total height of stack in meter h = Height of the building in meters where the generator set is installed KVA = Total generator capacity of the DG set in KVA. = x 82.5 = Required Height of Stack =10.93 m, Hence Unit will provide 11 m height stack. 37

39 Annexure VIII ENERGY CONSERVATION MEASURES Energy conservation measures proposed are provision of Compact fluorescent lamps (CFL). The usage of CFL will reduce the energy consumption substantially and reduce the indirect impact of emissions. Various capacities of compact fluorescent lamps are available in the market. The equivalent CFL for incandescent lamps are presented below. CFL and Incandescent Lamp Capacities Incandescent lamp capacity in watts CFL capacity with same lumens in watts Maximum utilization of natural light. CFL Lighting fixtures will be used in common areas Solar lighting for garden and open area Solar water heaters for 20% of total hot water requirement MEASURE Energy efficient equipment DESCRIPTION ENERGY SAVING METHODS Internal lighting Use of CFL lighting Pumps ENERGY SAVING METHODS 20% of normal operation by using CFL lamps & electronic ballast 25% normal operation by using VFD drive Renewable Energy Solar street lighting 25% normal operation by using solar street lights Solar water heater 20% rmal operation by using solar heater 38

40 Annexure IX Environmental Management & Monitoring Plan Sl Environment Air Environment Water Environment Potential Impact Dust & Gaseous Emission Ground Water, Surface Water & Storm Water Expected Source Of Potential Impact Construction Phase Excavation of construction material Due to the operation of construction equipments. Operational Phase Due to operation of DG set. Construction Phase Waste water generated from labor and other constructional activities. Operational Phase Discharge of sewage Discharge of storm water Mitigation Measures Water Sprinkling will be done to settle the dust dust as RMC will be brought Tin sheet will be erected all around Periodic maintenance of construction equipments DG set installed with acoustic measures Generator exhaust will be taken above top level of building as per CPCB norms. Sewage will be discharged in to Septic Tank/ Soak Pit / Sewage will be treated in STP. Rainwater Harvesting will be done Remark Impact will be confined to short duration t significant as DG set would be used as emergency power back up. Treated sewage water is used for gardening. 3. ise Environment ise Emission Construction Phase Operation of construction equipments and vehicle movement during site development Operation phase Vehicles movement Operation of DG set Use of well maintained equipment with fitted acoustic measures Ear plugs/muffs for the working staffs Individual acoustic enclosures will be provided for DG set Use of well maintained equipment fitted with acoustic measures Ear plugs/muffs for working the staffs impact. 39

41 4. Solid Waste Soil Construction Phase Disposal of construction debris Domestic waste by labours Operation Phase The paper and the plastic used at the individual level. Food Waste/Kitchen Waste in the form of garbage and rubbish. Construction debris will be collected and suitability used on site as per construction waste management plan Reuse/Recycle of the paper and plastic waste. Planned system for waste collection, segregation, and disposal. Solid Waste will be disposed as per guidelines of Municipal Corporatio n Ecology Traffic Pattern significant Impact Increase of vehicular movements Construction Phase Site Development during construction Operational Phase Increase of green cover Construction Phase Heavy Vehicular movement at site Operational Phase Traffic due to commercial once the site is operational Existing trees will be retained or replanted as per the landscape plan. Suitable green belt will be developed as per landscaping plan at site. Heavy Vehicular movement will be restricted to daytime only and adequate parking facility will be provided. Vehicular movement will be regulated inside the site with adequate roads and parking

42 Annexure X EMP BUDGET S. Description Capital Cost In Lakhs Operational Cost In Lakhs Per Annum 1 Environmental Monitoring Sewerage System (Sewerage Network, Lift Stations/Pumping Stations, Sewage Treatment Plant, Treated Water -Recycling Network) 3 Storm Water Drain Network) Drainage (with and without cover (based on design)) 2. Rain Water Harvesting Arrangement 4 Solid Waste Management Green Belt Development TOTAL Annexure XI DISCLOSURE OF CONSULTANT 41

43 Annexure XII FIRE PROTECTION MEASURES This is a brief description of a number of fire protection measures, which will be used in building. 1) Fire Alarm Systems The purpose of a fire alarm system is to alert all the occupants of the building that an emergency of fire exists so that such occupants may put into practice the measures required by the Fire Safety Plan. All fire alarm systems shall be maintained in full operation condition at all times. There are two main types of fire alarm systems namely, single-stage systems and two-stage systems. A) A single-stage system sounds a general alarm throughout the facility that may require total evacuation of the building. Operation of the fire alarm is activated by a manual pull station, heat detector, smoke detector or a sprinkler head. B) A two-stage fire alarm system is designed to allow staff to investigate and take appropriate action and may require evacuation of the fire affected area. The general alarm or second signal is reserved as a clear indication for complete evacuation of the building where this proves necessary. 2) Exits An exit is that part of a means of egress that leads from the floor area it serves to a public thoroughfare or to an approved open space. Walls, floors, doors or other means provide a protected path necessary for occupants to proceed with reasonable safety to a place of refuge. Vertical shafts accessed from above or below grade are protected from the remainder of the building provided the doors leading to the shaft are kept closed. 3) Fire Department Access Fire Department access allows fire fighters and their equipment to gain access to the building. Vehicles parked in the fire route, excessive vegetation, snow and other forms of obstructions to access routes, fire hydrants and fire department connections are not permitted by the Fire Code. Maintaining fire department access is an ongoing matter, in addition, access into a building requires consideration (ie. with a key box, through preplanning, etc.). 4) Portable Extinguishers Portable extinguishers are intended as a first-aid measure to cope with fires of limited size. The basic types of fires are Class A, B and C. Portable extinguishers are rated for the corresponding classes of fire. 5) Standpipe and Hose Systems A standpipe system is an arrangement of piping, valves and hose outlets installed in a building or structure in such a manner that water can be discharged through a hose and nozzle for extinguishment of fire. The system is connected to a water supply, which permits an adequate supply of water to the hose outlets. 6) Automatic Sprinkler Systems An automatic sprinkler system is a series of underground and overhead piping designed in accordance with the fire protection engineering standards. The system is connected to a water supply such as a storage tank or municipal water supply. The system includes a controlling valve, a series of sprinkler heads and a device for actuating an alarm when the system is in operation. The system is usually activated by heat from a fire and discharges water over the fire area. 42

44 7) Water Supply The total water supplies required for firefighting purposes may be supplied from various sources such as a municipal water supply, storage tanks (elevated or underground), lakes, rivers, wells, swimming pools or a combination of sources, and should be obtained within practical distances. Water supplies must be accessible to firefighting equipment. 8) Fire Pumps Fire pumps are used to ensure that the water required for fire fighting and automatic sprinkler and standpipe and hose systems is available. 9) Emergency Power Emergency power is required to ensure the continued operation of fire and life safety equipment and systems in case of loss of normal power. 10) Emergency Lighting Emergency lighting ensures that exits, corridors and principal routes providing access to exits are illuminated in the event of loss of power. Evacuation System Successful and efficient evacuation depends on complete preplanning, organization, and supervision. Planning includes these basic principles: 1. Building evacuation organization; 2. Evacuation policy and plans; 3. Detection and reporting (of fire or hazard); 4. Evacuation program coordination (of movement and evacuation); 5. Communication to direct movement and evacuation; 6. Inspection and evaluation. Building evacuation and fire safety program Written plan _ As soon as building occupancy begins, a written plan of fire and other emergency procedures should be agreed upon by building management and responsible representatives of each building tenant. The emergency evacuation plan should include: 1. An outline of the emergency evacuation organization plan and agreed-upon priorities, including responsibilities and authorities. Building and tenant representatives should agree upon these. 2. Detection, emergency warning systems, and reporting procedures for fire and other hazards should be provided. 3. Coordination of central building emergency evacuation control with assigned floor emergency evacuation teams should provide for the orderly movement of persons. Pre-planning and fire in progress chain-ofcommand instructions should be detailed, and each tenant should be required to acknowledge and comply. 4. In addition to a suitable and effective fire-detection system (automatic) 5. Building management and tenants should cooperate in an education and training program for all emergency floor-evacuation teams, employees, and building visitors. This should include a system of personal instruction for all building inhabitants and proper posting of instructions, placards, and evacuation diagrams at strategic locations on every floor. Emergency fire procedure information should be prominently posted in corridors. 43

45 6. One individual will be designated to establish a program, including proper documentation for regular inspections and follow-up to maintain the detection and communication system in the best operating condition. 7. An evacuation drill program will be established that will include periodic practice of movement of occupants to refuge areas. Annexure XIII FIRST AID FACILITY PROVIDED THE EMERGENCY CONTACT NUMBERS HAVE BEEN DISPLAYED AS tice in all prominent places of the Site. The Site is well equipped with first aid kits and posters demonstrating first aid activities and response to emergencies. First aid kits are located at strategic points of the Site. Proper training will be provided to personnel on first aid and on how to respond in case of accidents & emergencies. ANNEXURE X IV TRAFFIC MANAGEMENT PLAN PROPOSED PARKING PLAN S. Description. of Parking required. of Parking provided Area required per unit (m 2 ) Area required for parking (m 2 ) Car 1 Parking Area provided for parking (m 2 ) Two wheeler Truck TRAFFIC MANAGEMENT PLAN The Industrial Park has proposed to provide separate entry and exit gateway which is a one-way drive way to prevent traffic congestion of entry and exit vehicles at the entrance. A 7.2m wide vehicular access way connecting to the roads. To establish smooth entry and exit of vehicles, suitable geometry shall be provided at the gates. This ensures smooth transition for merging of vehicles. All the gates shall be manned with efficient security who can guide the entry and exit of vehicles. Barriers are created at suitable location for speed control. Adequate sign and guide posts for traffic as per IRC (Indian Road Congress) Road marking, stop lines, parking lanes, slot numbers; etc will be clearly painted so as to guide the vehicles.

46 INFRASTRUCTURE COMPONENTS PLANNED S. Infrastructure Components 1 Plots for production Industrial plots Activities 2 Common Infrastructure Road Network with Street Lighting Water Supply System Storm Water Drainage System Sewage Treatment Plant Electrical Distribution System Landscaping 3 Social Infrastructure Fire Fighting Hospital Crèche Hostel Block 4 Common Industrial Infrastructure Industrial Super Market Common Ware house 5 Common Amenities Administrative Block Training & Testing Centre Canteen Training Centre 45

47 RECENT PHOTOGRAPH 46

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50 MATER PLAN 49

51 DD SCAN COPY 50