Township and Area Development Project, Village: Mundra ...

Environmental Clearance

Compliance Report of

Township and Area Development Project,

Village: Mundra, Dist. Kutch, Gujarat

of Adani Mundra SEZ Infrastructure Pvt. Limited

for the period of April-2017 to September-2017

Adani Mundra SEZ Infrastructure Pvt. Ltd., Mundra.

From : April,17 To : Sep,17

Status of the conditions stipulated in Environment Clearance

Index

Sr. No.

Particulars Page Nos.

1 Compliance Report 01 2 Annexures

Annexure – 1 Six Monthly Environment Monitoring Report 16 Annexure – 2 Summary of Water Consumption and STP Inlet &

Outlet 28

Annexure – 3 Typical copy of record book of BMW disposal 29 Annexure – 4 Green Belt Development details 30 Annexure – 5 Energy Audit Report of Samudra Township 32 Annexure – 6 Fire Mock Drill Report 125 Annexure – 7 Organogram of Environment Cell 127 Annexure – 8 Environment Protection Expenditure 128

Compliance Report of Environment Clearance


From : April,17 To : September,17


Half yearly Compliance report for Environment Clearance for the project “Township and area development project at Mundra, Dist. Kachchh, Gujarat of M/s. Adani Mundra SEZ Infrastructure Pvt. Ltd.” issued vide letter no. SEIAA/GUJ/EC/8(b)/44/2010 dated 20th February 2010. Sr. No.

Conditions Compliance Status as on

30-09-2017

A. Specific Conditions

A.1 Construction Phase:

1. Minimum Aerial distance of 100 m shall be kept between processing & non – processing areas of SEZ, as proposed.

Complied during the construction phase. Not applicable at present. The details of the compliances with respect to construction phase are submitted in Oct 16 to March 17 compliance report. Construction work for the project is partially completed. However, no construction activity carried out during the compliance period of Apr’17 to Sep’17. All the specific conditions provided for construction phase will be considered upon recommencement of construction activity in future.

2. Height of the buildings in the project shall be restricted to 42 meter (in view of the height restriction specified by the aviation authority) or the height permissible under the bylaws prescribed the SEZ authority, whichever is more stringent. This, however, shall not increase the total population envisaged under the EIA report prepared and submitted to SEAC and SEIAA and shall not increase in the resource consumption like total water usage or wastes generated.

2(a) The requirement for fire prevention, line safety in relation to fire and fire protection of the building shall be fulfilled in the project, as per the National Building Code of India so as to minimize danger to life and property from fire.

2(b) All high rise buildings shall have at least two staircases with a condition that the nearest staircases shall be available at every 30 meter from all places in a given building.

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30-09-2017 3. The project proponent shall not

obstruct the flow of river Bhukhi passing through the social infrastructure area and shall not do any encroachment on the said river, as per their undertaking dated 21/07/2009. All necessary precautions and measures shall be taken in order to ensure that natural drainage of river Bhukhi passing through the project site is not altered / affected.


4. Additional bridge / walkthrough over the Bhukhi river passing through the site shall be provided between the two bridges planned to be provided so as to reduce distance to be travelled during the emergency situations.

5. If SEZ authority permits, adequate parapet / fencing shall be provided along the banks of river Bhukhi passing through the site for preventing fall of animals / humans.

6. All required sanitary and hygienic measures shall be provided before starting the construction activities and to be maintained throughout the construction phase.

7. The construction site shall be provided with adequately barricades of at least 3 m height on its periphery with adequate signage

8. Adequate first aid facilities shall be provided in the project both during construction and operation of the project.

9. Adequate drinking water, sanitation and other amenities

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30-09-2017 shall be provided for construction workers at the site. The safe disposal of wastewater and solid wastes generated during the construction phase should be ensured.

10. Provision should be made for the supply of fuel (Kerosene or cooking gas), utensils such as pressure cookers etc. to the laborers during construction phase.


11. The project proponent shall ensure that the construction labours are provided with adequate amenities for lighting, drinking water, sanitation etc. to ensure that do not ruin the existing environmental condition.

12. Adequate personal protective equipments shall be provided to the construction workers to ensure their safety and the project proponent shall ensure its usage by the labours.

13. All topsoil excavated during construction activities should be stored separately for use in horticultural / landscape development within the project site.

14. Disposal of debris including the excavated material during construction phase shall not create adverse effect on neighbouring communities and shall be disposed of only at the approved sites with the approval of the competent authority after taking the necessary precautions for general safety and health aspects.

15. Use of diesel generator sets

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Sr. No.


30-09-2017 during construction phase should be enclosed type and confirm to EPA rules for air and noise emission standards.

16. Ready-made mix concrete should be used so far as possible


17. Water demand during construction should be reduced by use of curing agents, plasticizers and other best practices.

18. Vehicles hired for bringing construction material at site should be in good conditions and confirm to applicable air and noise emission standards and should be operated only during non-peak hours.

19. Ambient noise levels shall conform to residential standards both during day and night. Incremental pollution load on the ambient air and noise quality should be closely monitored during construction phase.

20. Fixtures for showers, toilet, flushing and drinking should be of low flow either by use of aerator or pressure reducing devices or sensor based control.

21. Fly ash should be used as building material in the construction as per provision of Fly Ash Notification under EPA.

22. Structural design aspects in accordance to the seismic zone shall be strictly adhered to.

23. No ground water shall be used and the water required during construction phase shall be sourced from Gujarat Water Infrastructure Ltd.

24. The construction materials and debris shall be properly stored

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30-09-2017 and handled to avoid negative impacts such as air pollution and public nuisances by blocking the roads and public passages. Appropriate barricading shall be done and signboards shall be put at such site.

25. Ambient Air Quality Monitoring / Noise monitoring shall be carried out during the construction. The location of ambient air quality monitoring stations and its frequency shall be decided in consultation with GPCB.


26. The provisions of the buildings and other construction workers rules shall be met with by the project proponent in addition to other statutory requirements under different environmental pollution control and safety related acts and rules.

27. Environment Management Cell shall be formed, which will supervise and monitor the environment related aspects of the project during construction and operational phases in addition to observance of Gujarat Building and other constructions workers act and rules including registration of the project under this act.

A.2 Operation Phase: 28. Fresh water requirement during

the operation phase shall not exceed 9 MLD and it shall be sourced from Gujarat Water Infrastructure Ltd. Metering of the water shall be done and its records shall be maintained. No ground water shall be extracted.

Complied. No ground water is extracted. Fresh water requirement for Samudra township and Adani Hospital is approximately 1.10 MLD which is sourced through Gujarat Water Infrastructure Ltd. (GWIL) pipeline from Narmada water supply and APSEZ desalination plant. No ground water is being Extracted. Record maintained for quantity of water usage during the period Apr’17 to Sep’17 is attached as

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30-09-2017

Annexure – 1. 29. The total sewage generation

from the proposed social infrastructure project shall not exceed 7.2 MLD.

Complied. Average quantity of sewage generation was 810 KLD at Samudra township and 18 KLD at Adani Hospital. Average total quantity of sewage generation was 0.8 MLD. Generated sewage is treated to utilize for horticulture purpose. Details of sewage generated during the periodApr’17

to Sep’17, is attached as Annexure – 2.

30. The project proponent shall install and operate adequate sewage treatment plants (STP) comprising of 3 modules of STP (each of 2.5 MLD) to achieve ultimate capacity of 7.5 MLD, for treatment of sewage. These STP modules shall be operated regularly and effectively to achieve the GPCB norms.

Complied. STP having capacity of 2.5 MLD is constructed and operated in township area. Treated sewage is utilized for horticulture purposes after achieving discharge norms of GPCB.

One STP having capacity of 30 KLD is constructed and operated in Hospital. Treated sewage is utilized for horticulture purposes.

Third party analysis of the treated water is being carried out twice in a month by NABL and MoEF&CC accredited agency namely M/s. Pollucon Laboratory Pvt. Ltd. Summary of the same for duration from Apr’17 to Sep’17 is mentioned below.

PARAMETERS UNIT Min Max

Perm. Limit$

pH -- 6.56 7.61 6.5 – 8.5

TSS mg/L 13 29 30

BOD (3 Days @

27 oC) mg/L 6 19 20

Residual Chlorine

mg/L 0.5 0.9 > 0.5

$ as per CC&A granted by GPCB

Please refer Annexure – 1 for detailed analysis reports. Approx. INR 12 Lakh is spent for all environmental monitoring activities during Apr’17 to Sep’17 .

31. Two modules of STP of 2.5 MLD (i.e. total 5 MLD) shall be installed on one side of the Bhukhi River and one module of STP of 2.5 MLD shall be installed on the other side of the Bhukhi

Complied. At present one STP of 2.5 MLD is installed on one side of Bhukhi river for Samudra Township and one STP of 30 KLD is installed on other side of Bhukhi river for Adani Hospital. Hence no cross drainage civil work is carried out at

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30-09-2017 River passing through the social infrastructure project. Hence no any cross drainage civil work shall be carried out.

AMSIPL Area.

32. Out of total 7.2 MLD of treated sewage conforming the GPCB norms, 2 MLD treated sewage shall be utilized within the project area for plantation / gardening whereas balance 5.2 MLD of treated sewage shall be utilized in the identified area of MPSEZL for plantation / gardening.

Complied. During Apr’17 to Sep’17 approx. 0.8 MLD treated water is used for gardening / plantation purpose within township area / APSEZ area.

33. In no case, the wastewater / treated sewage shall be discharged into the river Bhukhi passing through the social infrastructure project.

Complied During Apr’17 to Sep’17 approx. 0.8 MLD treated water is used for gardening / plantation purpose within township area / APSEZ area. Hence in no case, the wastewater / treated sewage is discharged into the river Bhukhi passing through the social infrastructure project.

34. Best available technology shall be used for disinfection of treated sewage before reuse / discharge.

Complied. Chlorination treatment is provided for disinfection before reuse.

35. Rain water harvesting of roof top run off of the building to be constructed as a part of social infrastructure as per the plan submitted shall be implemented. Before recharging the rain water, pre-treatment must be done to remove suspended matter.

Complied. Location of rain water harvesting was earmarked at one of location in identified SEZ area based on direction of flow of storm water channel. However underground water is saline in nature due to sea water ingress and harvested water is likely to get contaminated in high tide. The project will be taken up upon finding out the solution for rain water harvesting within project boundary.

36. The Municipal Solid Waste (MSW) shall be properly collected and segregated at source and it shall be disposed as per the guidelines of the MSW Rules 2000, as may be amended time to time. The dried biomass from the STP will be used as manure in gardening / plantation.

Complied. A well-established system for Municipal Solid Waste (MSW) management is in place. Municipal solid waste collection from AMSIPL area is being done on daily bases. Collected dry waste is being transported to Material Recovery Facility (MRF) where it is being sorted out in different streams e.g. paper/plastic/cardboard/glass/metal. These sorted waste is further transported for recycling.

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30-09-2017 AMSIPL has installed Organic Waste Converter within premises for converting food waste in to manure and generated manure is being utilized by horticulture department in green belt area. Total 23.6 MT of food waste was converted to manure during the compliance period Dry waste collection drive including plastic free drive and waste segregation drive is being organised on regularly basis..

37. The Bio-medical Waste (BMW) shall be disposed as per guidelines of BMW rules 1998 as may be amended from time to time.

Complied. Multispecialty hospital has taken the necessary approvals from GPCB for the disposal of Bio Medical Waste. Total 1684.5 kg of bio medical waste was disposed to Common Bio Medical Waste Treatment facility during Apr’17 to Sep’17 by M/s Distormed Kutch Services Pvt. Ltd at the frequency of once in two days. . Log book showing the record of Bio-

medical Waste collection is attached as Annexure - 3

38. Hazardous wastes, if any generated during the operation phase shall be handled as per the Hazardous Waste (Management, Handling & Transboundary Movement) Rules 2008, as may be amended from time to time.

Point Noted. No hazardous waste was generated during the compliance period of Apr’17 to Sep’17. If any hazardous waste generation in future, it will be dispose through authorised agency only.

39. 54,600 sq.m. area shall be earmarked for the parking purpose as proposed. The area earmarked for the parking shall be used for parking only. No other activity shall be permitted in this area.

Complied. Construction work for the project is partially completed. Entire parking area is earmarked within township premises. This parking is earmarked within township premises and is used for said purpose only.

40. Necessary signage including continuous display of status of parking availability at entry, exit and all other appropriate places shall be provided which should have appropriate size of letters and shall be visible from the at least 50 meter distance from the adjacent road.

Complied. Project is under development and area is earmarked for parking area as per National Building Code requirement. Trained security guards are available round the clock to guide/help for entry, exit and parking. Continuous display regarding status of parking availability will be installed once project is in full-fledged operation.

41. No public space shall be used or blocked for the parking and the trained staff shall be deployed to

Complied. Adequate parking area has been provided as per National Building Code. Trained security guards are

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30-09-2017 guide the visitors for parking and helping the senior citizens and physically challenged people

available round the clock to guide/help for entry, exit and parking to senior citizens and physically challenged people.

42. Traffic congestion near the entry and exit points from the roads adjoining the proposed project site must be avoided.

Complied. Separate entry and exits have been provided at main gate with architectural divider for proper traffic management. Appropriate arrangements are madefor emergency situations.

43. Common utilities like drinking water facility, toilets etc shall be provided on each floor with adequate signage thereof. Adequate distance shall be maintained between the drinking water and toilet blocks.

Complied. Common utilities like drinking water facility, toilets etc.are provided at Adani Hospital and commercial building with adequate distance between drinking water & toilet facilities..

44. The green belt shall be developed in 50 Hectares area in terms of peripheral green belt around the project site, road side plantation and green belt on either side of the Bhukhi river. The project proponent shall plant at least 20,000 trees in green belt, as proposed. The open spaces inside the social infrastructure project shall be suitably landscape and covered with vegetation of indigenous variety.

Complied. AMSIPL has developed 38.67 ha area as green belt with plantation of 40070 saplings in AMSIPL premises. The open spaces inside the social infrastructure project are suitably landscaped and covered with green lawn and other vegetation.

It may be noted that to enhance the marine biodiversity, till date APSEZ has carried out mangrove afforestation in more than 2800 ha. area across the coast of Gujarat. Total expenditure for the same till date is INR 782 lakh. So, far APSEZ have developed more than 400 ha. area as greenbelt with plantation more than 8.0 Lacs saplings within the APSEZ area. Details of the green belt development activity done by APSEZL Mundra are attached as Annexure – 4.

45. The area earmarked as green area shall be used only for green belt and shall not be altered for any other purpose. The fund earmarked for green belt development shall not be diverted for any other purpose.

Complied. The area earmarked as green area is used only for green belt and not altered for any other purpose. Separate budget for the horticulture department is earmarked every year. The spent budget for Horticulture Departmental for the period of Apr’17 to Sep’17 is INR 554 lacs. Details upon green belt development is provided in condition no. 44 above.

46. The project proponent shall explore the application of solar energy and shall be incorporated

Complied. Solar system of 1.5 MW has been installed within township.

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30-09-2017 for the illumination of common areas, lighting of internal roads and passages in addition to solar water heating, if any.

Information has been already submitted to MoEF&CC along with Half Yearly Compliance Report Apr’16 to Sep’16. There is no further change.

47. The acoustic enclosures shall be installed at all noise generating equipments and the noise level shall be maintained as per the MoEF / CPCB guidelines / norms both during day and night time.

Complied. D.G. Sets having acoustic enclosures are provided as stand-by and used in case of main power failure only. However, regular noise monitoring is being carried out. Noise (once in a month) monitoring is being carried out by NABL and MoEF&CC accredited agency namely M/s. Pollucon Laboratory Pvt. Ltd. Summary of the same for duration of Apr’17 to Sep’17 is mentioned below. Total Sampling Locations: 2 Nos.

Noise Unit Avg. Value Perm. Limit

Day Time dB(A) 62.9 75

Night Time dB(A) 58.3 70

Please refer Annexure – 1 for detailed analysis reports. Approximately INR 12 Lakh is spent for all environmental monitoring activities during the compliance period (till Sep 2017).

48. The project proponent shall install the electric appliances, which are energy efficient and meeting with the Bureau of Energy Efficiency norms, wherever applicable.

Complied.

Energy Conservation through Installation of Motion Sensor (Occu switch) & AC Temp. Controls in buildings are provided. AMSIPL has installed the electric appliances which meets the Energy Efficiency norms.

49. The energy audit shall be conducted at regular interval for the project and the recommendations of the audit report shall be implemented with spirit.

Complied. Energy audit for Samudra Township is carried out regularly and report of the same is attached as

Annexure – 5. Recommendations of this report will be implemented gradually. Energy audit is carried our once in a three years. Last audit was carried out on 21.01.2017 by M/s. Mitcon Consultancy & Engineering Services Ltd.

50. The roof should meet regulatory requirement as per Energy Conservation Building Code by using appropriate thermal insulation material to fulfil requirements.

Complied. Energy Conservation Building Code. is considered during the development of buildings.

51. Use of glass shall be minimal to Complied.

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30-09-2017 reduce the electricity consumption and load on air-conditioning.

Minimal glass is used in air conditioning areas to reduce electricity consumption and load on air-conditioning.

52. Risk estimation shall be carried out for the project and disaster management plan shall be prepared and its recommendations shall be implemented in the time bound manner.

Complied. Emergency Response Plan was prepared by Trivedi & Associates Technical Services Pvt. Ltd in August, 2015 for AMSIPL which included risk estimation for medical emergency, fire emergency, natural calamities. Detail are submitted to the MoEF & CC along with half yearly compliance report for the period from Apr – 2015 to Sep – 2015. Various plans as fire service plan, communication plan, mutual aid plan, evacuation plan are implemented to combat with emergency situations.

53. The raw water sumps will be equipped with suction differential head / partition so as to insure that minimum 500 KL water shall remain reserved as fire water as proposed.

Complied. 250 KL of fire water is reserved with fire hydrant system for Adani hospital. Approximately 400 KL water is available in 6 different water tanks at various sectors of Samudra Township. In total, more than 500KL water is reserved as fire water at AMSIPL.

54. Necessary emergency lighting system along with emergency power back up system shall be provided. In addition, emergency public address system arrangement and signage for emergency exit route shall be provided on each floor.

Complied. Power is supplied through M/s MPSEZ Utilities Private Limited to the project site.

Power failure is the rarest situation in the area and in case of such emergency, there is provision of 125 KVA movable DG set. Public address system is available with the security staff in the vicinity. Emergency contact is display each block as below

Security control 8980048877

Township Security control

8980015046

Medical Adani hospital reception

2838-619555

Medical Emergency Number -

2838-619667

Medical Emergency mobile Number

7574848413

Fire control room- 2838-255801

Fire control room mob. 9879114996

55. Necessary auto glow, signage at all appropriate places shall be

Complied. Auto glow signage is provided at adequate locations

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30-09-2017 provided to guide the people towards exits and assembly points during the unforeseen emergency and eventuality conditions.

to provide guidance to the people towards exits. Also the township & Adani Hospital is under security guard surveillance to combat with unforeseen emergency conditions. Photograph showing the auto glow signages were submitted along with last compliance submission for the duration of Oct’16 to Mar’17.

56. Training to the staff for the First Aid and Fire Fighting Alarm with regular mock drill shall be conducted regularly and shall be made in integral part of the disaster management plan of the project.

Complied. For first aid situations a First Aid centre is provided at Samudra Township. Multispecialty Hospital is part of the project activity which can be utilised for medical emergencies. APSEZ has provided training to 19 personnel for First-aid through Red Cross Society during 20.04.17 to 21.04.17. Regular mock drill is also conducted at project site. The report of the same is attached as Annexure – 6.

57. Ozone Depleting Substance (Regulation and Control) rules shall be followed while designing the air conditioning system of the project.

Complied. Ozone Depleting Substance inventory was produced and is maintained during the compliance period of Apr’17 to Sep’17. New gas being used in refilling is ozone friendly in nature.

58. Environment Management Cell shall be formed by the project proponent during operation phase which will supervise and monitor the environment related aspects of the project including incremental pollution loads on the ambient air quality, noise and water quality periodically till the management of the project remains with the project proponent.

Complied. APSEZL as group has a well structured Environment Cell, staffed with qualified manpower for implementation of the Environmental Monitoring and Management Plan. Organogram showing Environment Management Cell is attached as Annexure – 7. Ambient Air Quality (twice in a week) and Noise (once in a month) monitoring are being carried out by NABL and MoEF&CC accredited agency namely M/s. Pollucon Laboratory Pvt. Ltd. Summary of the same for duration from Apr’17 to Sep’17 is mentioned below. Total Sampling Locations: 2 Nos.

Parameter Unit Min Max Perm. Limit$

PM10 μg/m3 38.6 92.8 100

PM2.5 μg/m3 15.4 54.5 60

SO2 μg/m3 5.2 26.4 80

NO2 μg/m3 16.4 44.3 80

Noise Unit Avg. Value Perm. Limit

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30-09-2017

Day Time dB(A) 62.9 75

Night Time dB(A) 58.3 70

$ as per NAAQ standards, 2009 Please refer Annexure – 1 for detailed analysis reports. Approx. INR 12 Lakh is spent for all environmental monitoring activities during compliance period (till Sep’17)

B. General Conditions

59. The project proponent shall permit the outside people to use the social infrastructures like hospital, schools, colleges etc. coming up in the proposed project, as per their undertaking dated 21/07/2009.

Complied.

Outside people are allowed access to use the social infrastructures like hospital and school. Total 5840 patients including OPD (Out Patient Department) as well IPD (In-Patient Department) from nearby villages were treated in the Hospital during Apr’17 to Sep’17. Approx Rs. 47.25 Lakh worth of free medical services given to nearby villagers during Apr’17 to Sep’17.

60. Various provisions of the Environment (Protection) Act, 1986 and the Rules / Notifications issued there under by the Ministry of Environment and Forest, Govt. of India, from time to time shall be strictly complied with.

Point noted.

61. No further expansion or modification in the plant shall be carried out without prior approval of the MoEF/SEIAA as the case may be. In case of deviations or alterations in the project proposal from those submitted to MoEF / SEIAA / SEAC for clearance, a fresh reference shall be made to the SEIAA / SEAC to assess the adequacy of conditions imposed and to add additional environmental protection measures required, if any.

Point noted.

62. The project authorities shall earmark adequate funds to

Complied. Separate budget for the Environment cell is

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30-09-2017 implement the conditions stipulated by SEIAA as well as GPCB along with the implementation schedule for all the conditions stipulated herein. The funds so provided shall not be diverted for any other purpose.

earmarked every year. All environmental and horticulture activities are considered at group level and budget allocation is also done accordingly. Budget for environmental management measures (including horticulture) for the FY 2017-18 is to the tune of INR 966 lakh. Out of which, Approx. INR 682 lakhs are spent during compliance period. Detailed breakup of the expenditures is attached as Annexure –8.

63. The applicant shall inform the public that the project has been accorded Environmental Clearance by the SEIAA and i.e. copies of the clearance letter are available with the GPCB and may also be seen at the website of SEIAA / SEAC / GPCB. This shall be advertised within seven days from the date of the clearance letter, in at least two local newspaper that are widely circulated in the region, one of which shall be in the Gujarati language and the other in English. A copy each of the same shall be forwarded to the concerned regional office of the Ministry.

Already complied. Not applicable at present. The advertisement was circulated in Gujarati language through local newspaper – Kutchh Mitra as well as in English language through local newspaper – Indian Express on the date of 10.03.2010. Information has been already submitted to MoEF & CC along with half yearly compliance report April – 2015 to Sep – 2015 and there is no further change.

64. It shall be mandatory for the project management to submit half yearly compliance report in respect of the stipulated prior Environmental Clearance terms and conditions in hard and soft copies to the regulatory authority concerned, on 1st June and 1st December of each calendar year.

Complied. Last compliance report submitted to the Ministry of Environment, Forests & Climate Change as well as SEIAA with letter reference No. APSEZL/EnvCell/2017-18/005 dated 23.05.2017 in soft as well as hard copy.

65. The project authorities shall also adhere to the stipulations made by the Gujarat Pollution Control Board.

Point noted.

66. The project authorities shall inform the GPCB, regional office of MoEF and SEIAA about the

Complied

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30-09-2017 date of financial closure and final approval of the project by the concerned authorities and the date of start of the project.

67. The SEIAA may revoke or suspend the clearance, if implementation of any of the above conditions is not found satisfactory.

Point noted.

68. The company in a time bound manner shall implement these conditions. The SEIAA reserves the right to stipulate additional conditions, if the same is found necessary. The above conditions will be enforced inter-alia under the provisions of the water (Prevention and Control of Pollution) Act, 1974, Air (Prevention and Control of Pollution) Act, 1981, the environment (Protection) Act, 1986, Hazardous Wastes (Management and Handling) Rules 2003 and the Public Liability Insurance Act, 1991 along with their amendments and rules.

Complied. The company has implemented the provided conditions and the compliance report is being submitted regularly. Last half yearly compliance report was submitted to Ministry of Environment, Forest & Climate Change and other concerned government agencies / offices vide our letter reference No. APSEZL/EnvCell/2017-18/005 dated 23.05.2017 in soft as well as hard copy. A copy of the same is also available on our weblink: https://www.adaniports.com/ports-downloads

69. This environmental clearance is valid for five years from the date of issue.

Point noted.

Additional condition – (amendment to Environment Clearance Order No. SEIAA/GUJ/EC/8(b)/44/2010 dated 20 February 2010

-- The applicant shall carry out comparative carbon footprint study of low rise building with large ground coverage v/s high rise building with low ground coverage through reputed institute like CEPT or GIDR and submitted to SEIAA within one year from the issuance of EC.

Complied. Comparative carbon footprint study report submitted to the MoEF & CC along with half yearly compliance report Oct – 2014 to March – 2015.

15

Annexure – 1

544, BelgiumTowers, Ring Road, Opp. Linear Bus Stand, Surat-395003. (Guj.).

Tele-Fax: (0261)2455751, 2601106, 2601224. E-Mail: [email protected]. Website: www.pollucon.com

“HALF YEARLY ENVIRONMENTAL MONITORING REPORT”

FOR

ADANI MUNDRA SEZ INFRASTRUCTURE PVT. LTD. TAL: MUNDRA, KUTCH, MUNDRA – 370 421

MONITORING PERIOD:

APRIL 2017 TO SEPTEMBER 2017

PREPARED BY:

POLLUCON LABORATORIES PVT.LTD.

PLOT NO.5/6 "POLLUCON HOUSE", OPP. BALAJI INDUSTRIAL SOCIETY, OLD SHANTINATH SILK MILL LANE, NEAR GAYTRI FARSAN MART, NAVJIVAN CIRCLE, UDHANA MAGDALLA ROAD, SURAT-395007.

PHONE/FAX – (+91 261) 2455 751, 2601 106, 2601 224. E-mail: [email protected] Web: www.polluconlab.com

TC - 5945 ISO 9001:2008 ISO 14001:2004 OHSAS 18001:2007

16

mailto:[email protected]

http://www.polluconlab.com/

H. T. Shah Dr. Arun Bajpai

Lab Manager Lab Manager (Q)



RESULTS OF STP WATER OUTLET

S

R. NO

TEST PARAMETERS

Unit

AMSIPL SAMUNDRA TOWNSHIP STP OUTLET

April-17 May-17 June-17 GPCB Permissible

Limit TEST METHOD

5/4/17 17/4/17 5/3/17 17/5/17 6/6/17 19/6/17

1 pH -- 7.09 6.63 6.94 7.49 6.56 7.46 -- IS3025(P11)83Re.02

2

Total

Suspended

Solids

mg/

L 24 26 28 13 26 28 30 IS3025(P17)84Re.02

3 BOD (3 days

@ 270 C)

mg/

L 18 17 19 16 12 14 20

IS 3025

(P44)1993Re.03Editi

on2.1

4 Residual

Chlorine

mg/

L 0.8 0.5 0.5 0.6 0.7 0.6 Min 0.5

APHA(22ndEdi)4500

Cl

SR.

NO

TEST PARAMETERS

Unit

AMSIPL SAMUNDRA TOWNSHIP STP OUTLET

July-17 Aug-17 Sept-17 GPCB Permissible

Limit TEST METHOD 5/7/1

7 19/7/17 3/8/17 23/8/17 4/9/17 20/9/17

1 pH -- 7.61 7.5 7.39 6.88 7.33 6.9 -- IS3025(P11)83Re.02

2

Total

Suspended

Solids

mg/L 16 22 16 14 22 26 30 IS3025(P17)84Re.02

3 BOD (3 days

@ 270 C) mg/L 10 10 8 6 10 17 20

IS 3025

(P44)1993Re.03Editi

on2.1

4 Residual

Chlorine mg/L 0.5 0.5 0.7 <0.8 0.7 0.7 Min 0.5

APHA(22ndEdi)4500

Cl

17





SR. NO

TEST PARAMETERS

Unit

ADANI HOSPITAL STP OUTLET

April-17 May-17 June-17 GPCB Permissible

Limit TEST METHOD

5/4/17 17/4/17 5/3/17 17/5/17 6/6/17 19/6/17

1 pH -- 7.28 7.22 7.13 7.31 7.02 7.4 -- IS3025(P11)83Re.02

2

Total

Suspended

Solids

mg/L 26 24 22 29 22 26 30 IS3025(P17)84Re.02

3 BOD (3 days

@ 270 C) mg/L 14 14 15 14 18 16 20

IS 3025

(P44)1993Re.03Editi

on2.1

4 Residual

Chlorine mg/L 0.5 0.7 0.8 0.9 0.6 0.5 Min 0.5

APHA(22ndEdi)4500

Cl

*Below Detection limit

SR. N

O

TEST PARAMETERS

Unit

ADANI HOSPITAL STP OUTLET

July-17 Aug-17 Sept-17 GPCB Permissible

Limit TEST METHOD

5/7/17 19/7/17 4/8/17 23/8/17 4/9/17 20/9/17

1 pH -- 7.51 7.35 7.49 7.37 7.11 7.34 -- IS3025(P11)83Re.02

2

Total

Suspended

Solids

mg/

L 22 24 24 22 22 20 30 IS3025(P17)84Re.02

3 BOD (3 days

@ 270 C)

mg/

L 16 14 19 16 17 19 20

IS 3025

(P44)1993Re.03Editi

on2.1

4 Residual

Chlorine

mg/

L 0.8 0.8 0.5 0.6 0.7 0.8 Min 0.5

APHA(22ndEdi)4500

Cl

*Below Detection limit

18





RESULTS OF AMBIENT AIR QUALITY MONITORING

SAMUDRA TOWNSHIP STP

Sr.

No.

Date of

Sampling

Particulate Matter (PM10)

µg/m3

Particulate Matter (PM 2.5)

µg/m3

Sulphur Dioxide (SO2)

µg/m3

Oxides of Nitrogen (NO2)

µg/m3

1 01/04/2017 66.91 29.52 10.23 31.37

2 05/04/2017 92.59 50.72 25.28 44.28

3 08/04/2017 75.52 32.43 21.79 27.61

4 12/04/2017 49.59 18.71 15.74 34.60

5 15/04/2017 57.58 30.80 17.32 33.67

6 19/04/2017 71.31 40.74 6.26 18.22

7 22/04/2017 56.30 20.37 8.63 22.83

8 26/04/2017 76.19 39.50 12.20 19.37

9 29/04/2017 61.30 28.69 20.12 26.36

10 05/03/2017 53.68 24.53 13.21 31.38

11 05/06/2017 69.29 32.43 16.51 28.89

12 05/10/2017 58.37 26.61 8.60 24.11

13 13/05/2017 72.59 34.51 19.36 34.08

14 17/05/2017 63.32 27.44 17.15 21.41

15 20/05/2017 49.77 21.62 6.88 19.63

16 24/05/2017 56.48 31.60 7.79 36.95

17 27/05/2017 42.52 15.38 11.15 26.81

18 31/05/2017 70.51 28.69 5.18 21.01

19 06/03/2017 78.50 38.66 14.25 42.89

20 06/07/2017 56.79 30.35 7.87 26.73

21 06/10/2017 43.49 18.71 9.44 21.63

22 14/06/2017 58.19 32.43 15.79 35.35

23 17/06/2017 48.19 21.62 12.32 23.54

24 21/06/2017 74.17 40.74 10.94 31.60

25 24/06/2017 52.40 19.54 17.42 27.57

26 28/06/2017 63.38 39.50 20.46 34.41

27 05/07/2017 78.63 44.49 21.74 33.37

28 08/07/2017 82.59 54.46 19.70 20.15

29 12/07/2017 62.71 32.43 10.17 30.22

30 19/07/2017 46.36 19.68 14.88 30.43

Continue..

19





SAMUDRA TOWNSHIP STP

Sr.

No.

Date of

Sampling

Particulate

Matter (PM10) µg/m3

Particulate

Matter (PM 2.5) µg/m3

Sulphur Dioxide

(SO2) µg/m3

Oxides of

Nitrogen (NO2) µg/m3

31 22/07/2017 46.79 24.53 13.35 36.31

32 26/07/2017 63.38 30.35 16.52 38.71

33 29/07/2017 40.32 17.46 7.83 19.59

34 02/08/2017 73.62 39.50 20.27 36.61

35 05/08/2017 83.38 53.63 12.26 19.59

36 09/08/2017 61.18 36.59 18.18 38.76

37 12/08/2017 56.30 23.70 16.44 23.69

38 16/08/2017 76.49 44.49 14.14 30.58

39 19/08/2017 68.50 30.35 17.22 22.39

40 23/08/2017 82.71 38.66 21.96 40.48

41 26/08/2017 65.33 26.61 8.67 21.53

42 30/08/2017 40.62 15.38 11.11 27.51

43 02/09/2017 52.58 31.60 8.64 25.39

44 06/09/2017 65.57 29.52 18.19 30.35

45 09/09/2017 76.49 42.41 21.21 19.42

46 13/09/2017 57.58 32.43 15.87 36.51

47 16/09/2017 38.61 15.38 5.24 22.41

48 20/09/2017 56.30 36.59 10.58 32.48

49 23/09/2017 73.62 39.50 26.45 42.68

50 27/09/2017 61.42 24.53 22.69 27.53

51 30/09/2017 54.47 20.37 12.65 24.18

TEST METHOD

IS:5182(Part

23):Gravimetric CPCB - Method (Vol.I,May-

2011)

Gravimetric- CPCB -

Method (Vol.I,May-2011)

IS:5182(Part

II):Improved West and Gaeke

IS:5182(Part

VI):Modified Jacob & Hochheiser (NaOH-

NaAsO2)

20






SAMUDRA TOWNSHIP CUSTOMER CARE

Sr.No. Date of

Sampling


µg/m3


µg/m3


µg/m3


µg/m3

1 01/04/2017 92.80 42.47 16.38 26.40

2 05/04/2017 81.60 47.47 18.72 33.35

3 08/04/2017 65.48 29.56 7.80 30.43

4 12/04/2017 70.53 33.73 11.74 25.22

5 15/04/2017 51.57 26.46 14.18 31.50

6 19/04/2017 89.31 52.46 19.19 22.30

7 22/04/2017 77.51 35.39 17.56 35.64

8 26/04/2017 83.59 45.38 9.39 23.39

9 29/04/2017 72.52 32.48 12.52 37.52

10 05/03/2017 46.76 20.40 16.52 27.75

11 05/06/2017 57.17 25.40 13.35 24.83

12 05/10/2017 77.21 33.73 11.19 19.94

13 13/05/2017 65.29 29.56 9.42 25.67

14 17/05/2017 56.33 24.57 5.20 30.05

15 20/05/2017 61.50 34.56 10.40 26.50

16 24/05/2017 86.48 48.72 14.92 26.08

17 27/05/2017 55.61 28.73 8.64 20.03

18 31/05/2017 63.49 35.39 12.22 32.34

19 06/03/2017 71.19 34.56 11.77 32.37

20 06/07/2017 62.83 38.72 13.95 36.21

21 06/10/2017 52.60 21.65 5.51 25.56

22 14/06/2017 74.62 35.39 17.55 19.59

23 17/06/2017 65.78 30.40 14.27 33.13

24 21/06/2017 79.32 43.72 7.95 22.15

25 24/06/2017 60.18 23.73 12.33 30.45

26 28/06/2017 45.32 29.56 18.17 29.39

27 05/07/2017 70.71 39.56 11.50 23.39

28 08/07/2017 56.33 33.73 16.64 26.34

29 12/07/2017 69.33 37.47 8.76 17.09

30 19/07/2017 40.20 15.62 10.28 27.40

Continue..

21





SAMUDRA TOWNSHIP CUSTOMER CARE

Sr.No. Date of

Sampling


µg/m3


µg/m3


µg/m3


µg/m3

31 22/07/2017 62.41 20.40 10.48 28.33

32 26/07/2017 51.51 24.57 14.93 30.77

33 29/07/2017 46.28 19.57 12.22 29.50

34 02/08/2017 65.17 36.64 10.48 27.24

35 05/08/2017 70.59 42.47 14.20 29.40

36 09/08/2017 59.22 26.65 12.74 32.43

37 12/08/2017 49.41 20.40 8.73 26.38

38 16/08/2017 67.52 38.72 17.53 28.59

39 19/08/2017 56.69 35.39 15.88 31.57

40 23/08/2017 75.28 33.73 11.39 37.48

41 26/08/2017 58.61 23.73 13.23 18.38

42 30/08/2017 52.72 19.57 9.67 21.40

43 02/09/2017 45.62 15.41 17.30 30.23

44 06/09/2017 55.12 25.40 21.23 36.66

45 09/09/2017 62.29 38.72 18.32 27.43

46 13/09/2017 76.79 42.47 11.36 33.42

47 16/09/2017 43.57 18.74 7.91 29.52

48 20/09/2017 72.58 46.63 16.65 24.64

49 23/09/2017 67.22 30.40 14.29 31.42

50 27/09/2017 53.38 21.65 13.36 35.00

51 30/09/2017 66.38 26.65 8.68 28.57

TEST METHOD

IS:5182(Part 23):Gravimetric CPCB -

Method (Vol.I,May-

2011)

Gravimetric- CPCB - Method (Vol.I,May-

2011)

IS:5182(Part II):Improved West and

Gaeke

IS:5182(Part VI):Modified Jacob & Hochheiser (NaOH-

NaAsO2)

22






PUB/ADANI HOUSE

Sr.No.

Date of Sampling

Particulate Matter (PM10) µg/m3

Particulate Matter (PM

2.5) µg/m3

Sulphur Dioxide (SO2) µg/m3

Oxides of Nitrogen

(NO2) µg/m3

Carbon Monoxide

as CO mg/m3

Hydrocarbon as CH4 mg/m3

Benzene as C6H6

µg/m3

1 04/04/2017 57.59 22.49 18.97 38.58 0.37 BDL* BDL*

2 07/04/2017 62.61 28.73 22.04 29.64 0.44 BDL* BDL*

3 11/04/2017 76.49 36.64 6.33 17.20 0.62 BDL* BDL*

4 14/04/2017 74.49 41.57 9.60 30.46 0.82 BDL* BDL*

5 18/04/2017 63.60 34.56 19.40 24.85 0.25 BDL* BDL*

6 21/04/2017 50.71 20.40 8.79 19.88 0.57 BDL* BDL*

7 25/04/2017 71.47 38.73 13.07 28.83 0.15 BDL* BDL*

8 28/04/2017 60.50 30.40 11.62 21.45 0.60 BDL* BDL*

9 02/05/2017 53.50 28.73 8.73 21.53 0.64 BDL* BDL*

10 05/05/2017 66.20 26.65 20.91 26.53 0.24 BDL* BDL*

11 09/05/2017 75.81 33.73 13.80 30.58 0.11 BDL* BDL*

12 12/05/2017 63.23 30.40 10.95 25.14 0.68 BDL* BDL*

13 16/05/2017 72.40 31.65 17.52 27.76 0.39 BDL* BDL*

14 19/05/2017 61.18 24.57 21.50 42.48 0.30 BDL* BDL*

15 23/05/2017 80.40 41.64 9.59 33.52 0.95 BDL* BDL*

16 26/05/2017 58.58 29.57 18.64 29.85 0.53 BDL* BDL*

17 30/05/2017 81.58 37.48 6.17 19.38 0.70 BDL* BDL*

18 02/06/2017 74.51 37.48 8.89 30.88 1.02 BDL* BDL*

19 06/06/2017 55.42 27.48 11.82 19.80 0.56 BDL* BDL*

20 09/06/2017 49.53 19.57 10.51 26.73 0.13 BDL* BDL*

21 13/06/2017 73.39 34.56 5.61 17.53 0.70 BDL* BDL*

22 16/06/2017 59.32 22.49 18.45 28.06 0.26 BDL* BDL*

23 20/06/2017 68.37 36.64 14.97 38.08 0.31 BDL* BDL*

24 23/06/2017 82.38 30.40 9.63 29.40 0.14 BDL* BDL*

25 27/06/2017 63.41 26.65 15.13 25.54 0.41 BDL* BDL*

26 30/06/2017 45.62 29.57 7.16 22.45 0.72 BDL* BDL*

27 04/07/2017 76.37 37.48 16.63 30.41 0.70 BDL* BDL*

28 07/07/2017 66.89 32.48 11.95 27.42 1.02 BDL* BDL*

29 11/07/2017 70.17 26.65 13.46 18.34 0.56 BDL* BDL*

30 14/07/2017 61.20 28.68 12.72 24.52 0.62 BDL* BDL*

Continue…

23





PUB/ADANI HOUSE

Sr.No.

Date of Sampling

Particulate Matter (PM10) µg/m3

Particulate Matter (PM

2.5) µg/m3

Sulphur Dioxide (SO2) µg/m3

Oxides of Nitrogen

(NO2) µg/m3

Carbon Monoxide

as CO mg/m3

Hydrocarbon as CH4 mg/m3

Benzene as C6H6

µg/m3

31 18/07/2017 59.57 23.74 17.59 31.21 0.12 BDL* BDL*

32 21/07/2017 52.63 20.40 10.63 23.14 0.27 BDL* BDL*

33 25/07/2017 69.18 33.73 15.89 33.38 0.31 BDL* BDL*

34 28/07/2017 74.20 39.56 9.90 26.45 0.40 BDL* BDL*

35 01/08/2017 54.61 30.40 10.19 33.76 0.45 BDL* BDL*

36 04/08/2017 66.70 38.73 19.55 36.18 0.50 BDL* BDL*

37 08/08/2017 59.32 33.73 12.83 26.53 0.85 BDL* BDL*

38 11/08/2017 62.30 29.57 15.94 31.26 0.52 BDL* BDL*

39 15/08/2017 78.60 37.48 17.48 23.06 0.33 BDL* BDL*

40 18/08/2017 69.92 28.73 14.86 41.38 0.87 BDL* BDL*

41 22/08/2017 49.59 19.57 11.44 24.60 0.23 BDL* BDL*

42 25/08/2017 52.50 24.57 13.42 35.27 0.32 BDL* BDL*

43 29/08/2017 46.31 21.65 9.71 29.30 0.25 BDL* BDL*

44 01/09/2017 55.42 21.65 12.32 26.89 0.18 BDL* BDL*

45 05/09/2017 78.42 40.39 24.31 37.44 0.26 BDL* BDL*

46 08/09/2017 60.50 27.48 10.63 35.49 0.40 BDL* BDL*

47 12/09/2017 71.91 38.73 26.14 39.15 0.46 BDL* BDL*

48 15/09/2017 65.58 30.40 15.84 25.54 0.29 BDL* BDL*

49 19/09/2017 56.22 25.40 20.59 30.11 0.60 BDL* BDL*

50 22/09/2017 89.57 42.47 18.94 27.53 0.32 BDL* BDL*

51 26/09/2017 68.19 37.48 14.90 33.61 0.54 BDL* BDL*

52 29/09/2017 58.58 24.57 11.33 43.50 0.79 BDL* BDL*

TEST

METHOD

IS:5182(Part 23):Gravimetric

CPCB - Method (Vol.I,May-

2011)

Gravimetric-

CPCB - Method (Vol.I,May-

2011)

IS:5182(Part

II):Improved West and Gaeke

IS:5182(Part VI):Modified

Jacob & Hochheiser

(NaOH-NaAsO2)

NDIR Digital Gas Analyzer

SOP: HC:

GC/GCMS/Gas analyzer

IS 5182 (Part

XI):2006/CPCB Method

24





RESULT NOISE LEVEL MONITORING

Result of Noise level monitoring [Day Time]

SR.

NO.

Name of Location SAMUNDRA TOWNSHIP STP

Result [Leq dB(A)]

Sampling Date & Time 19/04/2017 24/05/2017 21/06/2017 26/07/2017 09/08/2017 13/09/2017

1 6:00-7:00 58.4 59.2 62.4 61.7 62.3 63.1

2 7:00-8:00 58.1 63.1 66.1 55.4 58.8 68.4

3 8:00-9:00 62.4 62.8 62.4 59.1 52.1 62.1

4 9:00-10:00 60.4 66.2 59.4 61.7 60 68.1

5 10:00-11:00 68.4 68.1 60.4 65.8 59.7 65.2

6 11:00-12:00 65.7 72.1 60.7 65.1 67.4 59.1

7 12:00-13:00 67.1 70.1 63.4 59.1 62.9 56.1

8 13:00-14:00 62.6 65.1 61.8 62.7 61.4 63.1

9 14:00-15:00 63.4 68.2 65.1 67.4 62.7 61.4

10 15:00-16:00 64.1 62.4 61.4 62.4 64.8 65.2

11 16:00-17:00 68.7 63.4 61.8 61.8 62 68.7

12 17:00-18:00 62.4 65.8 62.7 60.9 67.4 66.2

13 18:00-19:00 68.4 68.1 64.8 63.8 65.8 68.4

14 19:00-20:00 69.4 62.4 59.7 62.8 61.9 64.3

15 20:00-21:00 67.2 64.8 62.4 65.1 59.8 69.8

16 21:00-22:00 62.4 65.6 60.1 61.8 58.1 67.2

Day Time Limit* 75 Leq dB(A)

Result of Noise level monitoring [Night Time]

SR.

NO. Name of Location

SAMUNDRA TOWNSHIP STP

Result [Leq dB(A)]

Sampling Date & Time

19/04/2017

& 20/04/2017

24/05/2017

& 24/05/2017

21/06/2017

& 22/06/2017

26/07/2017

& 27/07/2017

09/08/2017

& 10/08/2017

13/09/2017

& 14/08/2017

1 22:00-23:00 60.4 61.4 59.4 65.1 64 61.4

2 23:00-00:00 61.5 58.4 62.4 58.7 57.2 60.8

3 00:00-01:00 59.8 55.1 61.4 53.7 51.6 65.1

4 01:00-02:00 62.1 5.2 60.4 52.9 50.9 62.9

5 02:00-03:00 60.4 57.1 60.7 52.1 58.8 59.9

6 03:00-04:00 60.8 62.4 61.8 56.4 52.4 60.4

7 04:00-05:00 61.7 61.4 59.7 55.9 60 58.1

8 05:00-06:00 62.5 59.8 62.1 58.4 51.6 62.4

Night Time Limit* 70 Leq dB(A)

25





Result of Noise level monitoring [Day Time]

SR.

NO.

Name of Location SAMUNDRA TOWNSHIP CUSTOMER CARE

Result [Leq dB(A)]

Sampling Date & Time 05/04/2017 05/10/2017 28/06/2017 12/07/2017 16/08/2017 27/09/2017

1 6:00-7:00 54.1 58.1 55.1 54.1 52.4 57.1

2 7:00-8:00 59.4 62.1 60.4 59.1 60.4 60.5

3 8:00-9:00 55.1 65.1 62.1 62.4 61.9 63.1

4 9:00-10:00 63.4 60.1 65.4 63.1 58.7 65.1

5 10:00-11:00 68.4 59.4 61.7 69.1 68.4 60.4

6 11:00-12:00 62.4 62.8 65.4 65.1 64.5 69.4

7 12:00-13:00 61.4 65.4 68.4 62.4 65.1 62.4

8 13:00-14:00 68.4 63.1 61.7 60.4 68.7 65.3

9 14:00-15:00 62.1 68.4 65.1 59.7 68.98 69.4

10 15:00-16:00 64.1 62.1 66.1 57.1 62.4 62.4

11 16:00-17:00 63.7 65.1 68.4 60.4 61.4 60.8

12 17:00-18:00 68.4 61.4 63.4 60.9 63.84 59.1

13 18:00-19:00 66.1 68.7 61.8 63.1 59.1 57.2

14 19:00-20:00 66.4 66.7 60.4 66.7 62.7 62.1

15 20:00-21:00 69.4 60.1 62.7 69.1 64.8 65.4

16 21:00-22:00 67.2 59.8 61.8 65.5 61.9 63.1

Day Time Limit* 75 Leq dB(A)

Result of Noise level monitoring [Night Time]

SR.

NO. Name of Location

SAMUNDRA TOWNSHIP CUSTOMER CARE

Result [Leq dB(A)]

Sampling Date & Time 05/04/2017

&

06/04/2017

10/05/2017 &

11/05/2017

28/06/2017 &

29/06/2017

12/07/2017 &

13/07/2017

16/08/2017 &

17/08/2017

27/09/2017 &

28/09/2017

1 22:00-23:00 68.4 62.1 62.4 62.8 60.4 60.4

2 23:00-00:00 65.1 57.1 65.4 65.7 58.8 52.1

3 00:00-01:00 58.1 54.1 59.7 55.4 59.4 57.1

4 01:00-02:00 53.4 51.4 57.4 59.8 54.1 53.4

5 02:00-03:00 62.1 56.1 52.4 56.8 58.5 60.4

6 03:00-04:00 60.4 52.4 56.4 55.4 60.4 62.4

7 04:00-05:00 61.4 58.1 58.4 53.4 54.1 61.4

8 05:00-06:00 60.8 55.1 60.4 68.4 63.7 67.4

Night Time Limit* 70 Leq dB(A)

26





MINIMUM DETECTION LIMIT [MDL]

Ambient Air Parameter

Sr. No. Test parameter MDL

1 Particulate Matter (PM10) 10

2 Particulate Matter (PM 2.5) 10

3 Sulphur Dioxide (SO2) (µg/m3) 5

4 Nitrogen Dioxide (NO2) (µg/m3) 5

Stack parameter

Sr. No. Test parameter MDL

1 Particulate Matter (mg/Nm3) 10

2 Sulphur Dioxide(ppm) 1.52

3 Oxides of Nitrogen (ppm) 2.65

27

Annexure – 2

ANNEXURE – 2

Water Consumption and Wastewater Generation Details for AMSIPL

(April’1 to September’17)

Month Water Consumption, KL STP Water Inlet, KL STP Water Outlet, KL

Apr’17 30,718 23,974 25,879

May'17 26,373 22,300 24,315

Jun’17 32,160 26,178 27,997

Jul’1 33,134 19,654 19,034

Aug’1 32,704 26,319 22,971

Sep’1 33,164 24,046 23,270

Total 1,88,253 1,42,471 1,43,466

Note: 1. Treated sewage water is completely used for gardening purpose

2. As for the good faith and life of MBR we use to flush the one MBR with treated water from

the other i.e. approx. 4 times a month. That water is again treated through MBR, because of

that the outlet reading is higher than the inlet.

ùẁ

Annexure – 3

29

Annexure – 4

Details of Greenbelt development at APSEZ, Mundra

LOCATION

Total Green Zone Detail

Area (In Ha.)

Trees (Nos.)

Palm (Nos.)

Shrubs (SQM)

Lawn (SQM)

SV COLONY 65.34 30051.00 6965.00 51138.00 80069.00

PORT & NON SEZ

77.52 131942.00 18613.00 68166.78 58455.18

SEZ 99.52 227135.00 15924.00 220449.60 27462.03

MITAP 2.48 8168.00 33.00 1670.00 4036.00

WEST PORT 83.20 182118.00 50221.00 24112.00 22854.15

AGRO- PARK 7.52 17244.00 1332.00 5400.00 2121.44

SOUTH PORT 14.08 25150.00 3430.00 3882.00 4826.97

Samudra Township 38.67 28252.00 11818.00 19978.07 35071.67

Productive Farming 15.69 19336.00 0.00 0.00 0.00

TOTAL (APSEZL) 404.02 669396.00 108336.00 394796.45 234896.44

777732

30

57KM

KM47

KM48

KM49

KM

KM

KM

KM

KM

51

52

53

59

58

44

45

46

KM

KM

KM

KM

20

19

18

17

16

15

14

13

12

11

10

09

07

56/5

55/3

07/8

07/6

07/4

07/2

07/0

06/8

04/4

03/4

62/3

62/5

63/5

63/0

50

61/361/2

61/161/0

55/4

55/5

56/0

57/1

57/5

58/0

58/5

59/0

59/5

60/0

60/5

61/5

62/0

64/0

64/5

66/0

66/5

67/0

67/5

65/0

68/0

60/1

43/8

43/7

43/6

43/5

43/4

43/3

43/9

44/0

44/1

44/2

44/3

44/4

44/5

44/6

44/7

44/8

45/2

45/3

45/4

45/6

45/8

45/9

46/0

46/1

46/3

46/4

46/5

46/6

46/7

46/8

46/9

47/0

47/2

47/3

47/4

47/5

47/6

47/7

47/8

47/9

48/0

47/1

48/1

48/2

48/4

48/3

48/5

48/6

48/7

48/8

49/0

48/9

49/1

49/2

49/3

49/4

49/5

49/6

49/7

49/8

49/9

50/0

50/1

50/2

50/3

50/4

50/5

50/6

50/7

50/8

50/9

45/1

45

44/9

44/8

44/6

44/5

45/1

45/2

45/4

45/5

45/6

45/8

46/1

46/3

46/4

46/5

44/9

60/9

61/0

61/1 61/2 61/3 61/9

60/1

60/9

60/9

61/0

61/0

61/1

61/1

61/2

61/2

72/2

72/3

72/4

72/5

73/2

73/3

73/4

73/5

LP

LP

LP

62/162/2 62/3

62/462/5

62/6 62/7

62/8

62/9

60KM

61KM

62KM

63KM

LP

55/6

55/7

43/8

43/4

FH

BITUMINETERMINAL

PLANTATION

PLANTATION

PLANTATION

PLANTATION

27 Ø

T-25

14 Ø

11.5 Ø

CO

NT

AIN

ER

ST

AC

K Y

AR

D

12.90

TOP LVL OF OIL PIPE RACK

BITUMINE PAVEDO.S.Y-11

BITUMINE PAVED

O.S.Y-9

BITUMINE PAVED

OP

EN

AR

EA

ST

EE

L P

LA

TE

& P

IPE

ST

OR

AG

E

O.S.Y-9A

BITUMINE PAVED

BITUMINE PAVED

HM

PL P

IPE

LIN

E T

OW

AR

DS

SP

M

IOC

L P

IPE

LIN

E T

OW

AR

DS

SP

M

LNG SITE OFFICE

PLA

NTA

TIO

N

PLA

NTA

TIO

N

PLANTATION

PLANTATION

CC ROAD

DIESEL & PETROL TANK

9" PIPE LI

NE

LAND FALL POINT

CUTTING PILE POSITIONSHOWN WHIS IS VISIBLEDURING LOW TIDE MAY BE OTHERPILES ARE THERE IN THE WATER

60,000KL

ENCL-9

T-114

T-115

T-125

T-124

T-1226

T-128

T-127

T-116

T-118

T-117

T-119

ENCLOSURE-5

15000 KLT-102

15000 KLT-104

ENCLOSURE-7

T-57

T-59

T-58

T-52 T-51

15000 KL

T-108

15000 KL

T-106

T-56 T-55

ENCLOSURE-6

T-54 T-53

15000 KL

T-103

T-04

FR

15000 KLT-101

T-0218 ØFR

11.5 Ø

T-30

T-31

11.5 Ø

T-32

ENCLOSURE 2

T-19

T-20

T-21

18 Ø

T-42

18 Ø

18 Ø

15000 KL

T-10715000 KL

T-10518 Ø

T-07

T-08

18 Ø

T-06

(TYP)

18 Ø

T-36

11.5 Ø

14 Ø

T-26

14ØT-14

T-35

14 Ø

18 Ø

14 Ø

11.5 Ø

T-37

T-38

11.5 Ø

T-39

T-40

14 Ø

11.5 Ø

T-27

14 Ø

T-28

11.5 Ø

T-29

SLOP

T-47

T-48

SLOP

14Ø

14Ø

T-15

14ØT-16

T-17

14ØT-18

T-44

T-45

27 Ø

27 Ø

T-46

T-120

T-121

T-123

T-122

T-113

ENCLOSURE-4

T-43

T-0318 Ø

18 Ø

14ØT-12

T-13

(TYP.)

11.5 Ø

11.5 Ø

T-33

11.5 Ø

T-22

T-34

T-23

T-24

T-1014Ø

14ØT-11

T-41

27 Ø

T-05

ENCLOSURE 3

14Ø27 Ø

11.5 Ø

11.5 Ø

11.5 Ø

T-01 T-09

14Ø

22mtr.DIA X 14mtr.HT.

BITUMEN TANK-201

22mtr.DIA X 14mtr.HT.

TANK-202

BITUMEN 9.00mtr. HT.

TANK-203

8.00mtr.dia

BITUMEN

GARDEN

LIGHTING

FENCING WALL

LABOUR COLONY

NEW R

AILWAY

BUILDING N

R.

AIR S

TREAP

CHIMNEY

HA

RD

ST

AN

D

O.S

.Y-5

RAILWAY BU

ILDIN

G

BOUNDARY WALL

FIRE WALL

FIRE WALL

FIRE WALL HT. 0.6M

INSULATION JOINT

RUN WAY O

F AIR

STRIP

AIR S

TRIP

LAMELLA CLARIFIER

LAMELLA CLARIFIER

CABLE TRENCH

POLY DOSING

UNDER GROUND CABLE

COLUMN

3.5 MTR. HIGH STEEL STRUCTURE

3000 LTR. 3.0 HIGH

ROCK PAVED BUND

TRUCK/TRAILOR

PARKING AREA

TUG BERTH - 2

OUT GATE

WAY T

O M

ICT C

FS

ZERO POINT

JUNCTION

CA

US

EW

AY

TUG BERTH - 1

01

UPTO HERE ON PIPE CORRIDOR AND FROM HERE TO CTF U/G

ADANI POWER PLANT

GSB PAVED

O.S.Y-20RAIL

ING

HM

FIRE

FIRE

FIRE

FIRE

FIRE

FIRE

FIRE

FIRE

FIRE

FIRE

HM

FIRE

FIRE

FIRE

FIRE

FIRE

ADANI HOSPITALS

U/G OFC CABLE

MATERIAL STOCK YARD

MATERIAL STOCK YARD

MATERIAL STOCK YARD

BLACK CABLE

OPEN PLOT

LP

LP

CABLE TRENCH

CABLE TRENCH CABLE TRENCH CABLE TRENCH

CABLE TRENCH

CABLE TRENCH

CABLE TRENCH

CABLE TRENCH CABLE TRENCH

CABLE TRENCHCABLE TRENCH CABLE TRENCH CABLE TRENCH

CABLE TRENCH

CABLE TRENCH

CABLE TR

ENCHCABL

E TRENCH

CABLE TR

ENCH

CABLE TR

ENCH

CABLE TRE

NCH

CABLE TR

ENCHCABL

E TRENCH

CABLE TR

ENCH

MD

FIRE

FIRE

FIRE

SIGNAL POST

ROCK BUND

ROCK BUNDSEA SIDE EDGE




EX

IST

ING

BR

EA

KT

WA

TE

R

COMPOUND WALL

18M.Ø

T-4918M.Ø

FW TANK

FW TANK

T-50

PIPE

COR

RIDOR

CAR PARKING

LAWN

LAWN

LAW

N

LAWN

LAWN

LAWNLAWNLAWN

PLOT

BOUNDARY

COCONUT TREE

PAVED BLOCK ROAD

COCONUT TREE

COCONUT TREE

PAVED BLOCK ROAD

PAVED BLOCK ROAD

PAVED BLOCK ROAD

PAVE

D B

LOCK

RO

AD

WAY TO FOREST &ENVIRONMENT OFFICE

CABLE IN UNDERGROUND

NAVINAL STATION

BUILDING

MANGROVEHEGHT ABOVE 4.0 M

MANGROVEHEGHT ABOVE 4.0 M

MANGROVE

MANGROVE

MANGROVE

MANGROVE

MANGROVE

MANGROVE

INTAKE CHANNAL BRIDGE

Trelleborg Harbour Marinewww.harbourmarine.com

T-73

T-67

T-60T-64

KO

TA

DI R

OA

D B

RID

GE

KO

TA

DI R

AIL

BR

IDG

E

KO

TA

DI C

ON

VE

YO

R B

RID

GE

RA

ILW

AY

CA

BLE

T-78 T-79

ENCL 17 UNDER CONSTRUCTION

T-74

T-75

T-72

T-71

T-66 T-62

T-68

T-61T-65

T-70

T-63

T-69

DHRUB STATIONBUILDING

CABLE TRENCH

CABLE TRENCH

CONTAINER TERMINAL SOUTH BASIN

COCONUT PLANTATION

IN GATE

Trelleborg Harbour Marine www.harbourmarine.com

NAVINALBRIDGE

C C PAVED ROAD

C C PAVED ROAD

GSB AREA

GSB AREA

60

57

58

LIN

E N

O.5

LIN

E N

O.6

LIN

E N

O.4

LIN

E N

O.3

LIN

E N

O.2

LIN

E N

O.1

SP

HM

TRANSFORMER TRANSFORMER

WA

ND

H S

TE

EL

BR

IDG

E

WEST BASINRAILWAY STATION

01

7069

6867

6664

6563

6261

6059

5857

5655

5453

51 52

5049

4847

4645

4443

4241

4039

3837

3635

3433

3231

3028

2927

2624

2523

2221

1920

1817

1615

1413

1112

1009

0807

0605

0403

02

A

B

C

D

01

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

09

10

07

08

05

06

04

03

02

A

B

C

D

CARB WALL

1

2

3

X

Y

Z

MOORING DOLPHIN

3

1

4

2

6

5

7

9

11

8

10

14

13

12

16

15

18

17

21

20

19

22

23

25

24

26

27

29

28

30

32

31

35

33

36

34

37

42

39

38

43

40

41

44

45

46

48

47

49

50

51

52

54

53

55

56

59

61

RETAINING WALL

150T BOLLARD

MARKINGP/L WAY

POLE

PIPELI

NE MA

RKING

KP1

TLP7

AWL PIPE LINE

TLP8

TLP5

RC1

TLP6

PANEL

TLP2

PIPELINE

150T BOLLARD

150T BOLLARD

RAILWAY CABLE

1

2

3

5

6

7

8

9

10

11

1'

4

3''A1

3'A1

A

B

PILE CAPBEARM

PILE CAP

BEARM

PILE CAPBEARM

PILE CAP

BEARM

W 1

W 2

W 3

W 5

W 7

W 9

ROAD WIDENING ROAD WIDENING

FOOTPATH

FOOTPATH

FOOTPA

TH

FOOTPATHFOOTPATH

FOOTPATH

FOOTPA

TH

ROAD

53/6

53/7

53/8

53/9

54/0

54/1

54/2

59/5

59/6

59/7

59/9

60/0

2/9

2/8

2/6

2/5

06

05

04

03

06/6

06/4

06/2

06/0

05/8

05/6

05/4

05/2

05/0

04/8

04/6

04/2

04/0

03/8

03/6

03/2

03/0

LP

CURVENO. 19

CURVE

NO. 19

CURVENO. 18

CURVENO. 17

CURVENO. 20

CURVE

NO. 21

CURVE

NO. 16

CURVENO. 15

CURVENO. 10B

CURVENO. 20

TURNINGPOINT

TURNING

POINT

TURNINGPOINT

TURNINGPOINT

OFCSTONE

KM 02

BOX

KM 03

BOX

BOX

KM 02

WARNING

BORD

TURNING

POINT

KM 04

BOX

BOX

TURNING

POINT

KM 03

WARNING

BORD

TURNING

POINT

KM 05

BOX

BOXWARNINGBORD

WARNING

BORD

BOX

WARNING

BORD

WARNING

BORD

WARNING

BORD

TURNING

POINT

BOX WARNING

BORD

TURNING

POINT

TP '0'

ROUTEMARK

ROUTE

MARK

SB

SB

SB

SB

SB

SB

SB

SB

SB

SB

SB

SB

SB

SB

SB

SB

SB

SB

SB

HAND RAIL

HAND RAIL

STEEL PIPE

STEEL PIPE

STEEL PIPE

HAND RAIL

HAND RAIL

HAND RAIL

HAND RAIL

HAND RAIL

HAND RAIL

HAND RAIL

HAND RAIL

HAND RAIL

HAND RAIL

HAND RAIL

HAND RAILHAND RAIL

HAND RAIL

HAND RAIL

HAND RAIL

HAND RAIL

HAND RAIL

HAND RAIL

HAND RAIL

HAND RAIL

HAND RAIL

HAND RAIL

EXP. JOINT

EXP. JOINT

EXP. JOINT

EXP. JOINT

EXP. JOINT

ATGPIPE

AS

HA

PU

RA

JE

TT

Y GMB PORT

OLD

MUNDRA

PORT JETTY

MULTIPURPOSE TERMINAL

CT - 2

MICT

T - 2

APPROCH-1

APPROCH-2

APPROCH-3

APPROACH-4

BE

RT

H-3

BE

RT

H-2

BE

RT

H-1




www.harbourmarine.com






Trelleborg Harbour Marine

PONTOON

LING SPAN BRIDGE

AIR COMPRESSOR PIPE

VENT PIPE

VENT

VENT

MARKING POLE

PIPELINE WARNING

PIPELINE WARNING

MARKING POLE

EX

IST

ING

IO

CL

PIP

EL

INE

PIPELINE MARKING

POLE

UN

DE

RG

RO

UN

D O

IL P

IPE

LIN

E

PIPE LINE TOWARDS IOCL

KP4

KP5

TLP3

MARKINGP/L WAY

MARKINGP/L WAY

MARKING

P/L WAY

WARNINGPIPELINE

WARNINGPIPELINE

WARNINGPIPELINE

PIPE

PIPE

MARKINGWARNING

MARKING

WARNING

MARKINGP/L WAY

KP3

TLP4

PANEL

TLP1

PIP

E L

INE

CO

RR

IDO

R

PIPELINES TO HPCL

3 x 24"

WARNING

PIPELINES TO HPCL3 x 24"

AWL PIPE LINE

HPCL PIPELINE

HPCL PIPELINE

HPCL PIPELINE

PIP

EL

INE

C

OR

RID

OR

PIP

EL

INE

C

OR

RID

OR

AW

L P

IPE

LIN

E

AWL PIPE LINEREST ON RCCPEDESTAL

AWL PIPE LINE REST ONRCC PEDESTAL BUT NOTVISABLE DUE TO FILLING

ADANI WIL

MAR O

IL P

IPE LIN

E

WIL

MA

R O

IL P

IPE

LIN

E

WILMAR OIL PIPE LINE

WIL

MA

R O

IL P

IPE L

INE

ADANI WILM

AR OIL PIPE LINE

U/G PIPE LINE

ROUTE SIGNAL

PIPELI

NE MA

RKING

PIPELIN

E MARK

ING

PIPELI

NE MARK

ING

PIP

ELIN

E W

AR

NIN

G

PIPE

LIN

E M

ARKI

NG

MA

RK

ING

PO

LE

PIP

ELIN

E 1

KM

PIP

ELIN

E M

AR

KIN

G

EX

IST

ING

IO

CL P

IPE

LIN

E

PIPE

LIN

E M

ARKI

NG

POLE

POLE

POLE

MA

RK

ING

PO

LE

PO

LEP

IPEL

INE

MA

RK

ING

PO

LEP

IPEL

INE

MA

RK

ING

POLE

PO

LE

POLE

HP

CL P

IPE

LIN

E C

OR

RID

OR

PIPE LINE CORRIDOR

PIP

E C

OR

RID

OR

PIP

E C

OR

RID

OR

PIPE

COR

RIDO

R

PIPE LINE CORRIDOR

PIP

E L

INE

CO

RR

IDO

R

PIPE C

ORRID

OR

CO

NV

. CO

RR

IDO

R &

OV

ER

HE

AD

PIP

E L

INE

CONV. CORRIDOR & OVER HEAD PIPE LINE

CONV. CORRIDOR & OVER HEAD PIPE LINE

CO

NV

. C

OR

RID

OR

& O

VE

R H

EA

D P

IPE

LIN

E

P/L WAY

VENT PIPE

WARNINGPIPELINE

PIPELINE CORRIDORMARKING

PIPELINE CORRIDOR

UNDER GROUND H

PCL PIP

ELINE

HMPL OIL PIPE LINE

HMPL OIL PIPE LINE

I.O.C.L. GENT PIPE

I.O.C.L. WENT PIPE

AD

AN

I WIL

MA

R P

IPE

LIN

E

ADANI WILMAR LINE

HPCL PIPE LINE CORRIDOR

PIPE CORRIDOR

PIPE CORRIDOR

PIPE

& FIR

E HYD

RANT

CORR

IDOR

PIPE CORRIDOR

LOOP

LOOP

7.23

7.18

7.32

7.43

7.25

7.2

7.22 7.22

7.2

7.17

7.18

7.05

7.09

7.23

HMPL OIL

HPCL OIL

7.18

7.19

7.19

7.2

VALVE

HMEL PIPELINE

4.0

CABLE LAYING

7.39

7.75

7.76

7.76

7.77

7.76

7.76

7.77

7.48

7.26

7.24

IOCL PIPE LINEAS SITE

VALVE

VALVE

VALVE

AWL PIPE LINE

HPCL LINE

TENTATIVE

HPCL PIP

E LINE C

ORRIDOR

LINE LOOP

OIL PIPELINE LOOP

OIL PIPE

EXISTING IOCL PIPE LINE

FIND BY LINE LOCATOR FROM IOCL

PIPE LINE CROSSINGWITHOUT CULVERT

PIPE LINE CROSSING

WITHOUT CULVERT

ROUTE SIGNAL

ELECTRIC PANEL &

FOUNDATION

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

ELCTRICAL BOX

PDB

PDB

ELE.BOX

ELE.BOX

ELE.BOX

ELE.BOX

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDBPDB

PDBPDB

PDB

PDB

PDBPDB

PDB PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDBPDBPDB

PDB

PDB

PDB

PDBPDB

PDB

PDB

PDB

PDBPDB

PDB PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

ELE. BOX

ELE. BOX

PDB

PDB

ELE.BOX

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

SWITCH BOX

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

PDB

TRANSFORMER

COMPACT SUB.STATION(CSS) NO.3

COMPACT SUB.STATION(CSS) NO.1

COMPACT SUB.

STATION(CSS) NO.2

COMPACT SUB.STATION(CSS)


TR

AN

SFO

RM

ER

S

FO

UN

DA

TIO

N

15 MVA TRANSFORMER 5 MVA TRANSFORMER

DG

TRANSFORMER




DG

DG

TRANSFORMER

TRANSFORMER

DG

DG

TOWER LIGHTTRANSFORMER

TRANSFORMER

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

SOLAR

LIGHTING POLE

SOLARLIGHTING POLE

SOLARLIGHTING POLE

SOLARLIGHTING POLE

ELECTRICALLIGHT POLE


LP

ELECTRICAL

LIGHT POLE

ELECTRICAL

LIGHT POLE

ELECTRICALLIGHT POLE ELECTRICALLIGHT POLE

ELECTRICAL

LIGHT POLE


SRJ

TROLLYREFUGE

TROLLYREFUGE

TROLLYREFUGE

NO:119A

NO:118A

NO:117A

NO:116A

NO:115A

NO:114A

NO:113A

NO:112A

NO:111A

NO:110A

NO:109A

NO:108A

NO:107A

NO:106ANO:105A

NO:104A

NO:103A

NO:102A

CABLE TRENCH

CABLE TRENCH

CABLE TRENCH

CABLE TRENCH

CABLE TRENCH

CABLE TRENCH

CABLE TRENCH

CABLE TRENCH

CABLE TR

ENCH

CABLE TRACK

CABLE TRACK

OFC CABLE

ROUTE IS NOT CLEAR CABLE

MARKER IS NOT AVAILABLE AT SITE

LP

LP

LP

LP

LP

LP

LP

LP

LT

HM

HM

HM

HM

HM

HM

LT

HM 6

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

COMMUNICATIONTOWER

CABIN

CABIN

HM

LT

HM 7

HM 5

HM 4

HM 3

HM 2

HM 1

LT

LT

LT

LTLT

LIGHTINGTOWER

COMMU. TOWER

HM

LT

LTLT

VIEW POINT

BREAK WATER

LIGHT POLE

COMMUNICATIONTOWER

LT

HM

HM

HM

LT

LT

LT

HM

LIGHT TOWER

LT

LT

LT

COMMU. TOWER

LT

LT

LT

LT

LT

LT

LIGHTTOWER

LTLT

LT

HM FOUNDATION

LT

LT

TOWER

LT

LT

LTLT

LT

LEADING LIGHT TOWER

HM

HM

LT

LT

LT

LTLT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LEADING LIGHT

TOWER

LEADING LIGHT

TOWER

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LIGHTING

TOWER

LT

LT

LT

LT

LT

LT

LT

LEADING LIGHT TOWER

LT

GSB

RAM

P

W

W

W

W

DYKE WALL

VALVE

AIR VALVE

AIR VALVE NO= 10

WATER FILLING STATION

W

W

WW

W

W

W

W

W

W

W W

W

W

W

W

W

W

W W W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W WW

W

W

W

W

W

WWW

W WWW

W

W W

W

W

WW

W

W

W

W

W

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

VALVEVALVEVALVEVALVE

VALVE

VALVEVALVE

VALVE

VALVE

VALVE VALVE

SV

SV

VALVE

VALVE

VALVEVALVE

W

W

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

VALVE

SV

SV

BIT

UM

IN P

AV

ED

PARKING AREA

I-Row

J-Row

C ROW COAL STACK YARD

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PVT. LTD.

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ANUPAM-MHI INDUSTRIES LTD

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LO

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W

W

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BITUMINE PAVED

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GSB PARKING AREA

GSB PARKING AREA

GSB PARKING AREA

BLOCK PAVED ROAD

BLOCK PAVED ROAD

BLO

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RAILING

ENCLOSURE 1

W

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FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATIONFOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION


FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION

FOUNDATION


TANK

FOUNDATIONTANK

FOUNDATION

HM PDB

L ROW COAL STACK YARDK ROW COAL STACK YARD

W

8.06

8.05

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FFS LINE JOINT

RAILING

W

W

OIL PIPELINE 12"OIL PIPELINE 8"

PDB


CT-4

A

B

C

D

E

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PDB

PDB

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W

W

W

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COMMU.

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COMMU.

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COMMU.BOX

SP

SP

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CONTROL

ROOM

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AD

KM 7

KM 6

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CRASH BARRIER

CRASH BARRIER

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DG

W

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SB

SB

SB

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CBCB

CB

CB

CBCB

CB

SB

CB

SB

SBSB

SB

SB

SBSBSB

SB

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CB

SB

SB

CB

TREE LINE

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CB

CB

CB

CB

SB

SB

CB

CB

CB

CBCB

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CB

CB

CB

CB

CB

CB

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SP

SP

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SP

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CB

SP

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CB

CB

SP

CB

CB

CB

CB

CB

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CB

SP

SP

SP

SP

SP

SP

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SB

SB

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60/5

60/6

60/7

60/8

61/4 61/5 61/6 61/7 61/8

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60/2

60/3

60/4

60/4

60/5

60/5

60/6

60/6

60/7

60/7

60/8

60/8

61/3

61/3

61/4

61/4

61/5

61/5

61/6

61/6

61/7

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W

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LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

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HM

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COMMU. TOWER

AS PER INSTRUCTIONBY BSNL OFFICER (MR.MEENA)

AS PER INSTRUCTIONBY BSNL OFFICER (MR.MEENA)

HUME PIPE 600Ø

W

VALVEMETER

W

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TREE LINE

TREE LINE

TREE LINE

HMPDB

HM

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EXPANSIONJOINT

EXPA

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PDB

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QRH

QRH

QRH

QRH

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BOLLARD

BOLLARD

BOLLARD

BOLLARD

BOLLARD

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HM

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PLA

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PLA

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PLA

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HM

HM

HM

HM

HM

HM

HM

HM

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FH

FH

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CB

CB

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CB

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CB

CB CB

CB

CB

CB

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SP

SP

SP

SP

SP

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SB

SB

SB

SB

LIN

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CC ROAD

MOBILETOWER

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CB

CB

SP

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CB

CB

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SP

CB

CB

CB

CB

SB

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PLA

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STEEL ROAD

EXISTING LOAD

TEST PILE

ROCK BUND

ELECTRIC CABLE

LP

LP

PDB

PORTA CABIN

HM

SCRAP YARD

LT

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L&T MATERIAL YARD

LOAD OUT JETTY

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STEEL PILE FABRICATION YARD

STEEL PILE PAINTING YARD

PRECAST YARD

CR

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TR

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LP

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TREE LINES

TREE LINES

TREE LINES

TREE LINES

TREE LINES

TREE LINES

PDB

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TREE LINES

TREE LINES

TR

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SEWAGE PIPELINE AS PER EXECUTION DRAWING

SEWAGE PIPELINE AS PER EXECUTION DRAWING

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VERTICAL LOOP

VERTICAL LOOP

TOWERCOMMUNICATION

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TREE LINE

TREE LINE

TREE LINE

8"/16" BITUMEN PIPE

8"/16" BITUMEN PIPE

8"/16" BITUMEN PIPE

LP

LP LP LP LP

LP

LP LP LP LP

LP

LP LP LP

LP

LP

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YARD

PDB

HYDRANTFIRE BOX

HYDRANTFIRE BOX

HYDRANTFIRE BOX

HYDRANT

FIRE BOXHYDRANT

FIRE BOX

HYDRANT

FIRE BOX

HYDRANT

FIRE BOXHYDRANTFIRE BOX

HYDRANTFIRE BOX

HYDRANT

FIRE BOX

FIRE BOX

BORE PIPE

PDB

PDB

PIPE CORRIDOR

PIPE CORRIDOR

PIPE CORRIDORPIPE CORRIDOR

PIPE RACK

PIPE RACK

PIPE RACK

TANK

NEEM OIL TANK

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TREE LINE

TREE LINE

TREE

LINE

TREE LINE

TREE LINE

TREE

LINE

TREE

LINE

TREE

LINE

TREE LINE

TREE

LINE

TREE LINE

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FIRE BOXFH

FIRE BOX

FH

FIRE BOXFH

FIRE BOXFH

WW

W UNDER GROUND BOX BOX

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FH

FHBOX

FHBOX

FHBOX

FHBOX

FH

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FHBOX FHBOX FHBOX

FH

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FH

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FH BOX

FH BOX

FH BOX

FHBOX

FH

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FHBOX

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FH BOX

FH BOX

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PDB

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VALVEW

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PDB

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TRANS WORLD CFS


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OC

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RT-

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TREE LINE

TREE LINE

TREE LINE

TREE LINE

TREE LINE

TREE LINE

TREE LINE

CHIMNEY CHIMNEY

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W

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GURGE TUBE

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HM

TR

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TR

EE

LIN

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TREE LINE

TREE LINE

OILFIELDWAREHOUSE

SERVICES

PVT. LTD.PART-1 PART-2

CONCERTINA

W

LT ARRESTER

TOWER

PDB

MASK

LT ARRESTER

LT ARRESTER

LP

LPLP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

W

CRICKET PLAY GROUND

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LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

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W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

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W

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LPG LIMIT

RAILIN

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HM-3 HM-4

HM-06

HM-05

HM-09 HM-10

CSS-09

CSS-10

CSS-08

HM-02HM-01

HM-07 HM-08

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CSS-04

CSS-07CSS-06CSS-05 HM-13

HM-12

RO

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BA

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HM-11

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TRANSFORMER

VC-10

VC-02

VC-09

VC-08

VC-06

W

W

160Ø HDEP

W

W

W

A

B

C

D

E

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CRASH BARRIER

CRASH BARRIER

CRASH BARRIER

CRASH BARRIER

W

HM

HM

HM

HM

HM

W

DG

PDB

EMC BRIDGE

ITDYARD

LPG TERMINAL

03 NOS 160Ø HDPE PIPE 02 RAW

03 NOS 160

Ø HDPE PIPE

02 RAW

03 NOS 160Ø HDPE PIPE 02 RAW 03 NOS 160Ø HDPE PIPE 02 RAW 03 NOS 160Ø HDPE PIPE 02 RAW 03 NOS 160Ø HDPE PIPE 02 RAW 03 NOS 160Ø HDPE PIPE 02 RAW 03 NOS 160Ø HDPE PIPE 02 RAW 02 NOS 160Ø HDPE PIPE 02 RAW

02 NOS 160Ø HDPE PIPE 02 RAW 03 NOS 160Ø HDPE PIPE 02 RAW

02 NOS 1

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02 NOS 1

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02 NOS 1

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160Ø HDPE PIPE 02 RAW BUS BAR 160Ø HDPE PIPE 02 RAW BUS BAR

160Ø HDPE PIPE 02 RAW BUS BAR160Ø HDPE PIPE 02 RAW BUS BAR

160Ø HDPE PIPE 02 RAW


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03 NOS 1

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02 NOS 1

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04 NOS 1

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02 NOS 1

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05 NOS 1

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02 NOS 160Ø

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02 NOS 160Ø

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02 NOS 160Ø

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02 NOS 160Ø

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02 NOS 160Ø

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02 NOS 160Ø

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02 NOS 160Ø H

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07 NOS 160Ø HDPE PIPE 03 RAW 08 NOS 160Ø HDPE PIPE 03 RAW 08 NOS 160Ø HDPE PIPE 03 RAW 08 NOS 160Ø HDPE PIPE 03 RAW 03 NOS 160Ø HDPE PIPE 02 RAW


02 NOS 1

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02 NOS 1

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05 NOS 1

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RAW05 N

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02 NOS 160

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02 RAW

02 NOS 160

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02 RAW

02 NOS 160

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02 RAW

02 NOS 160

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02 RAW

02 NOS 160

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02 RAW

09 NOS 1

60Ø HDP

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09 NOS 160Ø HDPE PIPE 02

RAW




160Ø HDPE PIPE 02 RAW BUS BAR



04 NOS 1

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HDPE PIP

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05 NOS 160Ø HDPE PIPE 02 RAW 05 NOS 160Ø HDPE PIPE 02 RAW 05 NOS 160Ø HDPE PIPE 02 RAW160Ø HDPE PIPE 02 RAW 160Ø HDPE PIPE 02 RAW


02 NOS 160Ø

HDPE PIPE 0

3 RAW

02 NOS 160Ø

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02 NOS 160Ø

HDPE PIPE 0

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02 NOS 160Ø

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02 NOS 160Ø H

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02 NOS 160Ø

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02 NOS 160Ø HDPE PIPE 02 RAW 160Ø HDPE PIPE 02 RAW



02 NOS 160

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04 NOS 160

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02 NOS 160

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02 NOS 160

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02 NOS 160

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02 NOS 160Ø HDPE PIPE 02 RAW02 NOS 160Ø HDPE PIPE 02 RAW 02 NOS 160Ø HDPE PIPE 02 RAW

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02 NOS 160

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02 NOS 160

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02 NOS 160

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02 NOS 160Ø HDPE PIPE 02 RAW 02 NOS 160Ø HDPE PIPE 02 RAW 02 NOS 160Ø HDPE PIPE 02 RAW 04 NOS 160Ø HDPE PIPE 02 RAW


160Ø HDPE PIPE 02 RAW BUS BAR160Ø HDPE PIPE 02 RAW 04 NOS 160Ø HDPE PIPE 02 RAW 07 NOS 160Ø HDPE PIPE 02 RAW 04 NOS 160Ø HDPE PIPE 02 RAW 04 NOS 160Ø HDPE PIPE 02 RAW 02 NOS 160Ø HDPE PIPE 02 RAW


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04 NOS 160Ø HDPE PIPE 02 RAW 04 NOS 160Ø HDPE PIPE 02 RAW 07 NOS 160Ø HDPE PIPE 02 RAW 04 NOS 160Ø HDPE PIPE 02 RAW 04 NOS 160Ø HDPE PIPE 02 RAW 160Ø HDPE PIPE 02 RAW





05 NOS 1

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06 NOS 160

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02 NOS 160

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05 NOS 160Ø HDPE PIPE 02 RAW 06 NOS 160Ø HDPE PIPE 02 RAW 08 NOS 160Ø HDPE PIPE 02 RAW 06 NOS 160Ø HDPE PIPE 02 RAW 05 NOS 160Ø HDPE PIPE 02 RAW 04 NOS 160Ø HDPE PIPE 02 RAW 04 NOS 160Ø HDPE PIPE 02 RAW 06 NOS 160Ø HDPE PIPE 02 RAW


02 NOS 160Ø HDPE PIPE 02

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04 NOS 160

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04 NOS 160

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04 NOS 160

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04 NOS 160

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04 NOS 160

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04 NOS 160

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04 NOS 160

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04 NOS 160

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04 NOS 160

Ø HDPE PIPE

04 NOS 160

Ø HDPE PIPE

04 NOS 160

Ø HDPE PIPE

04 NOS 160

Ø HDPE PIPE

04 NOS 160

Ø HDPE PIPE

04 NOS 160

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DB

HOSPITALITY

HIRISE

HOSPITALITY PVT. LTD.

HOTELPANCHSHIL

MARSHYAREA

MARSHYAREA

MUNDRA SOLAR TECHNO PARK LTD.

LP

W

VERTICAL LOOP

SLPOE LOOP

VERTICAL LOOPWW

WW

W

W

W

W

WWW

INSULATED PIPE

INSULATED PIPEINSULATED PIPE

INSULATED PIPE

SS PIPELINESS PIPELINE

UN USED PIPE

VERTICAL LOOP

INSULATED PIPE

INSULATED PIPEINSULATED PIPE12"Ø INSULATED PIPE

12"Ø INSULATED PIPE

08"Ø SS PIPELINE

SS PIPELINE

16"Ø UN USED PIPE

12"Ø

04"Ø 12"Ø

12"Ø 12"Ø 08"Ø 12"Ø 2.5"Ø

08"Ø 16"Ø 06"Ø

08"Ø SS PIPELINE

16"Ø

FENCING

FENCING

THRESHOLD 05

W

VALVE & METER

SVCT TRANSPORT

MARUTI TRANSPORT

EXISTING ENTRY

W

CETP AREA

(SKAPS INDUSTRIES INDIA Pvt. Ltd.)

FOAM POURER LINE

FIRE SPRAY LINE

FOAM POURER LINE

SUCTION LINE

SUCTION LINE

PDB

W

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

VALVE

FH

FM

FH

FH

FH

FM

FH

150Ø PVC PIPE

CSS

ROOF

ROOF

W

W

W

W

W

WW

U/G PIPE 50mmØ

CSS

CSS

PDB

PDB

PDB

PDB

PDB

SRJ

SRJ

SRJ

COMMU.

BOX

SP

COMMUNICATION

BOX

CRASH BARRIER

CRASH BARRIER

CRASH BARRIER

CRASH BARRIER

CRASH BARRIER

CRASH BARRIER

SOLAR

LIGHTING POLE

LIGHTING POLE

SOLAR

ABANDONED FENCING

ABANDONED FENCING

LP

LP

LP

ISCR 120 RAIL

EXP. JOINT

ISCR 120 RAIL

EXP. JOINT EXP. JOINT EXP. JOINT EXP. JOINT

FENCING INSERT PLATE

200Ø FIRE LINE PIPE

160Ø HDEP

160Ø HDEP

160Ø HDEP

W

FB

FB

FB

FB

70Ø HDPE PIPE

FB

FB

FB

FB


BUNKERING LINE

48"Ø OIL PIPELINE

48"Ø OIL PIPELINE

14"Ø FIRE PIPELINE

W

W

W

VALVE

VALVE

24"Ø FIRE PIPELINE

BOUNDARY WALL

SECURITY CABIN

PLA

NT

AT

ION

PLA

NT

AT

ION

PLANTATION

PLANTATION

PLANTATION

PLANTATION

LP

LP

LP LP LP

LP

LPLP

LP

LP

COMMU. TOWER

COMMU. TOWER

DG STEP

PDB

CT-3

W

HM

LP

LP

VALVE





PDB

PLANTATION

TREE LINE

TREE LINE

TREE LINE

TREE LINE

SB

LP

SP

SP

SP

SP

DP

DP

DP

DP

DP

CB

CB

CB

CB

CRASH BARRIER

HANDRAILING

COMMU.

HANDRAILING

HAND RAILING

HAND RAILING

HAND RAILING

HAND RAILING

BUNKERING LINE BOTTOM OF JETTYPOCKET IN LONG BEAM IL:-7.00

GSB FILLING

GSB FILLING

GSB FILLING

TREES

TREES

TREES

TREES

TREES

BITUMEN PAVED

CC

RO

AD

CC

RO

AD

CC ROAD

CC ROAD

W

VALVE

VALVE

W

W

16" PIPELINE

4" PIPELINE12" PIPELINE

16" PIPELINE

12" PIPELINE



16" PIPELINE

12" PIPELINE

02 PIPE 450Ø

BOX

PDB

BOX

BOX

EXISTING IOCL PIPE LINEFIND BY LINE LOCATOR FROM IOCL

EXISTING IOCL PIPE LINEFIND BY LINE LOCATOR FROM IOCL



ROW STONE

ROW STONE

ROW STONE

ROW STONE

KM-6

PIPELI

NE MARK

ING

POLE

PIPELI

NE MA

RKING

POLE

PIPELINE MARKING

POLE

PIPE UNDER GROUNDAPPROXIMATE 2.35 mtr.


PIPE UNDER GROUND

APPROXIMATE 1.90 mtr.


PIPE UNDER GROUND


PIPE UNDER GROUND


PIPE UNDER GROUND





PIPE UNDER GROUND


BOUNDARY WALL

BOUNDARY WALL

BOUNDARY WALL

28" CRUDE LINE 48" CRUDE RECEIPT LINE

TREE LINE

TREE LINE

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

CSS

IOC

L P

IPE

LIN

E C

OR

RID

OR

SRJ

SRJSRJ

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

CB

COMMU. BOX

TREE LINE

TREE LINE

TREE LINE

TREE LINE

TREE LINE

TREE LINE

TREE LINE

TREE LINE

TR

EE

LIN

E

TR

EE

LIN

E

TR

EE

LIN

E

TR

EE

LIN

E

TR

EE

LIN

E

TR

EE

LIN

E

TR

EE

LIN

E

TR

EE

LIN

E

DG

SRJ

SRJ

CB

SB

SB

56/7

56/8

SB

SB

SB

SB

SB

SB

RAILWAY

RAILWAY

DEAD END

DEAD END

SPSP

SP

BOX

DIESELFILLINGPOINT

DIESELFILLINGPOINT

DIESELFILLINGPOINT

DIESELFILLINGPOINT

DIESEL

FILLINGPOINT

DIESELFILLINGPOINT

BOX

BOX

BOX

BOX

BOX

BOX

DIESELFILLINGPOINT

55/9

55/8

SIGNALPOST

COMMU.

BOX

SPSP

SP

MH BOTTOM LVL:-5.75

PIPE TOP LVL :-5.85

MH BOTTOM LVL:-5.75PIPE TOP LVL :-5.90

MH BOTTOM LVL:-5.65

MH BOTTOM LVL:-5.95

APPROX SEWAGE PIPETOP LVL:-5.75

FENCING

VALVE FENCING

HOOK TOP LEVEL

FLANGE TOP LEVEL

PEDESTAL

TOP LEVEL

LAWN

LAWN

LAWN

LAWN

LAWNLAWN

REDUCER

CSS

EMPEZER

EMPEZER

OFFICE

LP

LP

LP

LP

LPLP

COCONUT TREE

CASUARIN

A TREE

CASUAR

INA TRE

E

CASUARIN

A TREE

LP

LP

LP

LP

LP

LP

LP

LP

LP

WOODEN FENCE

WOODEN FENCE

CRASH BARRIER CRASH BARRIER CRASH BARRIER CRASH BARRIER CRASH BARRIER CRASH BARRIER CRASH BARRIER CRASH BARRIER CRASH BARRIER CRASH BARRIER

LP

LP

LP

LP

LP

LP

LP

LPLP

LP

LP

LPLP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

COCONUTSTREES

COCONUTSTREES

LP

LP

LP

LP

LP

LP

LP

LP

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

PLANTATION

PLANTATION

DAMAGE FENCE

JIO CA

BLE CR

OSSING

PDB

PLANTATION

PLANTATION

PLANTATION

PLANTATION

GREEN BELT

PARKING

PARKING

PIPE CORRIDOR

PIPE CORRIDOR

FH

FH

WVALVE

PDB

PDB

WATER PUMP

PDB

PDB

WVALVE

FH

PDB

PDB

PDB

PDB

FH

FHFHVALVE

FH FH

RAILING

FH

FH

FH

FH

FH

BOX

BOX

PDB

FORM TANKNO.6

FORM TANKNO.6

04 PIPELINE IN U/G

LP

LP

LP

LP

LP

LP

LP

LP

LPLP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

PDB

PDB

PDB

RAILING

DENSE GRASSLINE U/G

02 4" STE

EL PIPE

12" PIPE

16" PIPE




ELECTRICAL

LIGHT POLE





PDB

PDB

02 150Ø CONDUIT PIPE


HYDRANTFIRE BOX

LP

LP

LP

HYDRANTFIRE BOX

HYDRANTFIRE BOX

HYDRANT

FIRE BOX

HYDRANT

HYDRANT

FIRE BOX

HYDRANT

FIRE BOX

LP

LP

PDB

LP

LP

LP

LP

HYDRANT

HYDRANT

HYDRANT

HYDRANT

HYDRANT

HYDRANT

HYDRANTBOX

BOX

BOX

PDB

PDB

FORM TANKNO.4

WATER LEVEL

FORM TANKNO.3

LP


PDB

PDB

HYDRANT

LP

LP

BOX & FH

BOX

LP

LP

LP

LP

PDB

PDB

PDB

FORM TANK

NO.2

FH

FH

PDB

PDB

PDB

PDB

PDB

PDB

FH

FH

FH

FH

FH

FH

BOX

BOX

BOX

FORM TANK

NO.1

FH

FH

FH

BOX

BOX

PDB

PDB

TREE LINE TREE LINE TREE LINE

TREE LINE TREE LINE

TREE LINE

TREE LINE

TREE LINETREE LINE

BOX

FH

PDB

PDB

PIPE C

ORRID

OR

PDB

BOX

BOX

FH

FH

FH

FH

FH

FH

FH

FH

FH

FH

FH

BOX

BOX

BOX

BOX

PIPE

CO

RRID

OR

FORM TANKNO.7

CABLE RACKCABLE TRENCH

PIPE U/G

PIPE U/G

FORM TANK

BOX

PDB

PDB

PDB

DAMAGE FENCE

FH


PDB

BOX

RELLING

RELLING RELLING

RELLING

RELLING

RELLING

RELLING RELLING

FIRE WATER PIPE

FIRE WATER PIPE

FIRE WATER PIPE

FIRE WATER PIPE

FIRE WATER PIPE

PIPE U/G

VALVEW

12" LINE

12" LINE

W

RAIL

FIRE PIPELINE 10"

PDB

RELLING RELLING

24" LINE

6" FIRE LINE16" LINE

12" LINE16" LINE

PDB

LP

LP

PARKING AREA

GCACPL

NEW CHEMICAL ZONE

VALVE

VALVE

TRANS WORLD CFS


AREA 10 ACER

SB

SB

PDB





02 180Ø C

ONDUIT P

IPE

A

B

C

D

E

HM

OIL TANK

CABLE TRENCH

CABLE TRE

NCH

OIL TANK

CABLE TR

ENCH

300Ø SEWAGE HDPE LINE

PLA

NT

AT

ION

PLA

NT

AT

ION

DUMMY

PILE

CUT OF LVL

+6.50

GREEN BELTGREEN BELT

GREEN BELTGREEN BELT

GREEN BELT

GREEN BELT

GREEN BELT

GREEN

BELT

GREEN BELT

GREEN BELT

GREEN BELT

BITUMEN

PAVED ROAD

AF G B C

-01

-02

-03

-04

-05

05

04

03

02

01

06

ED

08

07

09

F5

F4

FEFD

F1

F2

F3

FA FB FC

13

12

11

10

17

16

15

14

ED

19

18

21

20

22

30

29

28

27

26

25

24

23

36

35

34

33

32

31

ED

37

39

38

40

47

46

45

44

43

42

41

E

53

52

51

50

49

48

D

55

54

58

57

56

65

64

63

62

61

60

59

72

71

70

69

68

67

66

SE

SDSCSBSA

73

S2

S1

76

75

74

81

80

79

78

77

UNLOADING PLATFORM

MD 1 MD 2 MD 3 MD 4MD 5

MD 6

INTERMEDIATESTRUCTURE 1

INTERMEDIATESTRUCTURE 2

BD 1 BD 2 BD 3 BD 4

FLARE

PLATFORM

INTERMEDIATESTRUCTURE

CRAS

H BAR

RIER W

ALL

CRASH BARRIER WALL

CAT WALKCAT WALK

EXP. JOINT

EXP. JOINT

EXP. JOINT

EXP. JOINT

EXP. JOINT

EXP. JOINT

EXP. JOINT

EXP. JOINT

CAT WALK

CAT WALK

RAILING

PDB

TRUCK

02 TANK 75 KL

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

BOXCABLE

8" BUNKERING LINE

8" BUNKERING LINE

PDB

FIRE CHAMBERROAD

RTG TRACK

ROAD

RTG TRACK

ROAD

RTG TRACK

ROAD

RTG TRACK

ROAD

RTG TRACK

CROSS

ING

PAD

CROSS

ING

PAD

BRITANNIA PLOT


12" PIPE8" PIPE

4" PIPE

12" PIPE

8" PIPE4" PIPE

PIPE JOINT

REINFORCEMENTFABRICATION YARD

FABRICATION YARD

MATERIALSTOCK YARD





04 NOS 160Ø HDPE PIPE 02 RAW 04 NOS 160Ø HDPE PIPE 02 RAW 04 NOS 160Ø HDPE PIPE 02 RAW 03 NOS 160Ø HDPE PIPE 02 RAW 03 NOS 160Ø HDPE PIPE 02 RAW 03 NOS 160Ø HDPE PIPE 02 RAW 03 NOS 160Ø HDPE PIPE 02 RAW 03 NOS 160Ø HDPE PIPE 02 RAW 03 NOS 160Ø HDPE PIPE 02 RAW 03 NOS 160Ø HDPE PIPE 02 RAW 03 NOS 160Ø HDPE PIPE 02 RAW04 NOS 160Ø HDPE PIPE 02 RAW




07 NOS 160Ø

HDPE PIPE 0

2 RAW





07 NOS 160Ø

HDPE PIPE 0

2 RAW

07 NOS 160Ø

HDPE PIPE 0

2 RAW07 NO

S 160Ø HDPE

PIPE 02 RAW

07 NOS 160Ø

HDPE PIPE 0

2 RAW07 NO

S 160Ø HDPE

PIPE 02 RAW


06 NOS 160Ø

HDPE PIPE 0

2 RAW06 NO

S 160Ø HDPE

PIPE 02 RAW

06 NOS 160Ø

HDPE PIPE 0

2 RAW06 NO

S 160Ø HDPE

PIPE 02 RAW

06 NOS 160Ø

HDPE PIPE 0

2 RAW

HM-04HM-03

HM-04

06 NOS 160Ø

HDPE PIPE 0

2 RAW06 NO

S 160Ø HDPE

PIPE 02 RAW

06 NOS 160Ø

HDPE PIPE 0

2 RAW06 NO

S 160Ø HDPE

PIPE 02 RAW

06 NOS 160Ø

HDPE PIPE 0

2 RAW06 NO

S 160Ø HDPE

PIPE 02 RAW






07 NOS 160Ø

HDPE PIPE 0

2 RAW

09 NOS 160Ø

HDPE PIPE 0

2 RAW

08 NOS 160Ø

HDPE PIPE 0

2 RAW08 NO

S 160Ø HDPE

PIPE 02 RAW

HM-05

HM-1A HM-1B04 NOS 160Ø HDPE PIPE 02 RAW




03 NOS 160Ø

HDPE PIPE 0

2 RAW

03 NOS 160Ø

HDPE PIPE 0

2 RAW

07 NOS 160Ø

HDPE PIPE 0

2 RAW07 NO

S 160Ø HDPE

PIPE 02 RAW

07 NOS 160Ø HDPE PIPE 02 RAW06 NOS 160Ø HDPE PIPE 02 RAW


06 NOS 160Ø

HDPE PIPE 0

2 RAW06 NO

S 160Ø HDPE

PIPE 02 RAW

HM-02

04 NOS 160Ø HDPE PIPE 02 RAW04 NOS 160Ø HDPE PIPE 02 RAW

CSS-07 HM-06CSS-6

CSS-05

CSS-02 CSS-04CSS-03

CSS-01

07 NOS 160Ø

HDPE PIPE 0

2 RAW06 NO

S 160Ø HDPE

PIPE 02 RAW

04 NOS 160Ø HDPE PIPE 02 RAW04 NOS 160Ø HDPE PIPE 02 RAW04 NOS 160Ø HDPE PIPE 02 RAW04 NOS 160Ø HDPE PIPE 02 RAW04 NOS 160Ø HDPE PIPE 02 RAW11 NOS 160Ø HDPE PIPE 02 RAW11 NOS 160Ø HDPE PIPE 02 RAW11 NOS 160Ø HDPE PIPE 02 RAW03 NOS 160Ø HDPE PIPE 02 RAW


06 NOS 160Ø

HDPE PIPE 0

2 RAW



13 NOS 160Ø

HDPE PIPE 0

2 RAW


08 NOS 160Ø

HDPE PIPE 0

2 RAW08 NO

S 160Ø HDPE

PIPE 02 RAW

08 NOS 160Ø

HDPE PIPE 0

2 RAW

CSS-12

HM-07

HM-08

HM-09 HM-10

HM-11

CSS-09 CSS-10 CSS-11

CSS-08


PDB

ENCL 17 UNDER CONSTRUCTION

THERMIC FLUID

DRAIN TANK

CHIMNEY

3000 KL

PDB

FIRE PIPE 200Ø

FIRE PIPE 200Ø

DIESEL HSD PIPE 50Ø

FIRE PIPE 200Ø

FIRE PIPE 200Ø

FIRE PIPE 200Ø

BITUMEN RECEIVED PIPE 200Ø

BITUMEN LODING PIPE 150Ø

LOADING PIPE 200ØAIR P IP E 5 0Ø E ND

THERMIC FLUID OUT LET

PIPE 100Ø

THERMIC FLUID OUT LETPIPE 50Ø

THERMIC FLUID OUT LETPIPE 50Ø

THERMIC FLUID IN LETPIPE 100ØAIR P IP E 5 0ØAIR P IP E 5 0Ø

AIR P IP E 5 0Ø


BITUMEN RECEIVED PIPE 200Ø

THERMIC FLUID OUT

PIPE 100Ø

THERMIC FLUID IN PIPE 100Ø


THERMIC FLUIDHEATER

SUMP DRAW-OFF PIPE 150Ø SUMP DRAW-OFF PIPE 200Ø BITUMEN RECEIVED PIPE 200Ø

LP LP LP LP

LP

LP

LP

PIPE END

PIPE END

PIPE ENDPIPE END

LPLP

LP

BITUMEN TANK

T-204

FIRE PIPE U/G

OFC

OFC

DAMAGE FENCING

DAMAGE FENCING

FENCE

FENCE

WW

FH

FH

FH

PRE-CAST WALL UNDER CONSTRUCTION

W

VALVE

W

VALVE

W

VALVE

W

W

VALVE

W

VALVE

W

VALVE

W

W

VALVE

PRE-

CAST

WAL

L UN

DER

CONS

TRUC

TION

55/1

55/0

54/9

EP BOX

CB

CB

54/9

DS LINE

SB

CB

CB

SP

SB

CB

CB

CB

SP

CB

CB

SP

SP

CB

CB

CBCB

CB

SP

55/0

55/0

54/6

54/5

SB

CURVENO. 16

SEJ

SB

SEJ 19

SP

SRJ

SRJ

CB

CB

CB

SRJ

SEJ

NO. 18

SB

SB

54/0

SB

CB

54/0

SRJ

53/5

53/0

SB

SB

SB

CB

SB

CB

SB

SB

SB

SB

CB

SP

CB

CB

LP SP

SP

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

SEJ

SEJ

SEJ

SP

SB

SB

SP

CB

CB

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

LP

56/3

56/6

56/7

56/8

56/9

57/2

57/3

SRJ

WL

WL

56/2

55/3

SB

SRJ

SRJ

SRJ

SRJ

SPSRJ

SRJ

SRJ

SRJ

CB

SRJ

SRJ

SP

SP

SRJ

CB

CB

COMMUNICATIONBOX

SP

SP

CB

WL

SB

WL

WL

WL

WLSB

WL

SB

TG

SRJ

SP

CB

CB

SRJ

SRJ

SRJ

SP

SP

SRJ

SRJ

SRJ

SRJ

TG

SB

SB

67/9

CB

SP

68/0

68/1

68/2

68/3

68/4

68/5

68/6

68/7

68/8

68/9

69/0

69/1

69/2

69/3

69/4

69/5

69/6

69/7

69/8

69/9

70/0

70/1

70/2

70/3

70/5

70/6

70/7

70/8

70/9

71/0

71/1

71/3

71/2

71/4

71/5

71/6

71/7

SB

SB

SB

SB

CB

SB

CB

SB

SB

SB

71/8

71/9

SB

WL

TG

WL

WL

SPED 15

SPED 15

SRJ

CB

CB

SRJ

CB

72/0

FUEL POINT

DS LINE

WL

SB

74/6

74/5

74/4

74/3

74/2

74/1

SRJ

SRJ

DS LINE

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

DS LINE

SRJ

SRJ

SRJ

SRJ

DS LINE

SRJ

SRJ

DS LINE

DS LINE

SRJ

DS LINE

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

DS LINE

DS LINE

DS LINE

DS LINE

SRJSRJ

SRJ

EP PENAL

EP PENAL

EP PENAL

EP PENAL

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

SRJ

RECLAMATIONUNDER PROGRESS RECLAMATION

UNDER PROGRESS

RECLAMATIONUNDER PROGRESS

CABLE TRAY

CABLE TRAY

CO

NC

ER

TIN

A

HM

INDEV

METERROOM

Coconut4m x 4m

BhungaR2.20

Sloppy LawnSloppy Lawn

Sloppy LawnSloppy Lawn

Road

Flat Lawn

Flat Lawn

Road

Road

Road

Road

Road

Casurina Topiary

Flat Lawn

Pomegranate Hedge

Pathway

Pomegranate Hedge

PomegranateHedge

Paver Area

R.3.0M

Ø6.000

Bottle Palm

PLA

NTATIO

N

G-5

17

64.3

4 s

q.m

t

G-6

2208.0

0 s

q.m

t

G-9

3160.2

0. s

q.m

t

1 BHK

1 BHK1 BHK

1 BHK

1 BHK1 BHK

1 BHK1 BHK

1 BHK

1 BHK

1 BHK

1 BHK

1 BHK

1 BHK

Garden

1 BHK

1 BHK

Garden

Children Park

3.66m

21.34m

1.22m

2.64m

Stumps

Bowling Crease

Popping Crease

Return Crease

20.12m

Pit

ch

Cricket Ground

Inermi Hedge

Casurina1m x 1m

Casurina1m x 1m

Casurina1m x 1m

Casurina1m x 1m

Casurina1m x 1m

Casurina

1m x 1m

Casurina1m x 1m

Entry Gate

COURT

TENNIS COURT

BASKETBALL

COURT

ENTRY

pl.

pl.

pl.

pl.

pl.

pl.

pl.

pavers

GD01

GD01GD01

GD08

GD02

TOILET

STORE

PLAYER SIT OUT

PLAYER SIT OUT

planter

planter

planter

±0.00

+ 150

+ 450+ 600

ENTRY

INDOOR GAMES

GYMNASIUM

ADMINISTRATION

6.0 M W

IDE ROAD

ROAD

5.5 M WIDE ROAD

5.5 M WIDE ROAD

AMBULANCE

PARKING(4 NO.)

6.0 M WIDE ROAD

CUL DE SAC FOR

SERVICE'S VEHICLES

CUL DE SAC FOR

SERVICE'S VEHICLES

1

117

ENTRY

SCOOTER PARKING

4mX10m

ENTRY

EXIT

SLOPE

1 IN 230

SLOPE

1 IN 230

RAMP UP

1 IN 15

A

B

E

C

D

J

6.0 M

WIDE SERVICE ROAD

SPACE FOR DG,TRANSFORMER 101112

1

23456

78 9

CAPACITY 100000 LITS.

WATER DEPTH. -2.0

0

FIRE WATER TANK

CAP.26000 LITS.

W.DEPTH.-2.00

DOMESTICWATER TANK

PUMP ROOM

LVL.+7.95

LVL. +6.20

LVL.+6.20

LVL.+7.05

PEBBLE

PEBBLE

PEBBLE

1

5.5 M WIDE ROAD

3

4

9

10

20

21

35

36

39

40

45

46

49

12

13

27

28

42

43

61

50

57

58

69

70

84

110∅R.W.P.

110∅ VENT PIPE

110Ø 110ØTRAP

110Ø 110Ø110Ø

110∅R.W.P.

110∅R.W.P.

110ØTRAP

80Ø

150Ø

80Ø

150Ø

WC WC

WC

WC

AHU

WASHING

STAFF CH.&

RECEPTION

X - RAY - I

LAUNDRYHOUSE

KITCHEN

L T PANEL

ENGG OFFICE

MED.

HT. PANEL

HT. PANEL

LOCKERSSTAFF CH.& LOCKERS

CON. 6

CON. 7

CON. 5

CON. 4

CON. 3

CON. 1

CON. 2

WAITING

O P D TOIL.

WAITING EMERGENCY

CU.&MED

DU.

TOIL.

EMERGENCY

OBSERVATION

CON.

CH.

CH. DARK ROOM

TOIL.

X - RAY - 2

DIAGNOSTICS & RADIOLOGY

IMAGING, ENDOSCOPY

UP

WAITING

ELECTRICAL

FLOOR PANEL

ECG T.M.T.

ECHO

REPORTING CUM.RECP.

DRESSING

SERVICE ENTRANCE

REC.

A/C

SHAFT

WC

WC

WC

WC

WAITING

NURSE STN.&

ULTRA SOUND -2

MAIN ENTRANCE LOBBY

FHC

JANITOR

KEEPING

MAIN ENTRY

CORRIDOR

UP

TROLLEY BAY

Expansion Joint

CON. 8

CON. 9

CON.10

CON.11 LIFT LOBBY

SAMPLE COLLECTION

WATER DRINKING

GAS TOI.

CH

CH

CH CH

TOI.

BLOCK-A

BLOCK-B

BLOCK-C

A H U

A H U

FHC

SECURITY

FHC

BOILER

MORTUARY

GARBAGEROOM

BIOMEDICAL WASTE

GLASS WASTE

GENERAL WASTE

PLASTIC WASTE

SHARPS WASTE

Expansion Joint

DIETICIAN'S

OFFICE DIET.'S KIT. WASH

COOKING AREA

WET AREA

SERVERYAREA

CHEF'S DESK

STORE

VEG.PREP.

NONVEG.PREP.COLDPANTRY

ULTRA SOUND -1

UP

UP

UP

UP

UP

LIFT

LOBBY

SERVICE LIFT

SERVICE LIFT

STORE

CHANGE

CONSOLE

C T SCAN

TOIL. PROCEDURE

A H U

DOCTOR

NURSE

TOI. (M) TOI. (F)

STRETCHER

WHEELCHAIR PARKING

TELEPHONE

REGISTRATION INQUIRY

WAITING

CHIEF

MED.

ADMISSION

ADMINISTRATOR

HOS. PATIENT OPERATING

OFFICER ADMINISTRATOR

DN

DN

WALL ON HOLD

WALL ON HOLD

WALL ON HOLD

WALL ON HOLD

WALL ON HOLD

WALL ON HOLD

/ EXIT

AC PLANT ROOM

2100x2000 SECURITY ROOM LEL.+8.45MM

Ficus In

fectoria

Ficus

Infec

toria

Washing

tonia F

.F.

Washing

tonia F

.F.

Ficus In

fectoria

Ficus Infectoria

Coconut

Coconut

R O

A

D

R100

SEPTIC TANK

(2x1.8)

5.3 MTR

. WID

E P

AVER

RO

AD

Sloppy

Lawn

Flat Lawn

Flat Lawn

BounganvalliaHedge

UP

UP

UP

UP

UP

UP

UP

RAMP UP

UP

UP

RAMP UP

RAMP UP

TWO WHEELER PARKING (16 TWO WHEELERS)

ENTRY

EXIT

PAVED AREA

PAVED AREA

PAVED AREA

PAVED AREA

DRAINAGE TRENCH

DRAINAGE TRENCH

DRAINAGE TRENCH

DRAINAGE TRENCH

PAVED AREA

PAVED AREA

PAVED AREA

PAVED AREA

MAI

N AP

PRO

ACH

RAOD

AMENITY CENTRE

150 Ø RWP (F/A)

150 Ø RWP (F/A)

SLOPE 1:120

160 Ø ESP

160 Ø ESP

SLOPE 1:120

MANHOLE 600 x 600 I.L. 7.70

MANHOLE 800 x 1000 I.L. 7.65

MANHOLE800 x 1000 I.L. 7.40

MANHOLE 800 x 1000 I.L. 7.20

CATCH BASIN 400 x 400I.L. 7.85

150 Ø SWP

TO EXISTING STORM WATER DRAIN

TO EXISTING STORM WATER DRAIN

VALVE WITH CHAMBER

F.T.

Sloppy lawn

Sloppy lawn

Sloppy lawn

Sloppy lawn

Sloppy lawn

Lilly

Lilly

Lilly

Lilly

Sloppy lawn

Casurina 1m x 1m

Raphis palm

Sloppy law

n

Sloppy lawn

Bhunga

Match w

ith MICT Road

CHILD

RENS'

PARK

S3

S2

SWIMMING POOL

TENNIS COURT

BADMINTON COURT

DINING

HOSTEL

PAVILLION

PAVILLION

STUDIO APTS.

HOSTEL

CAR PARK

40 carsCAR PARK

PHASE

2

VILLAGE ROAD

MEDICAL CENTRE

SERVICE AREA

PLINTH LVL = 100.2019097.63 SMT

X

S L O P E

OLD ROAD

50KL Water Tank

39

19.60

39.37

16.930

16.600

1

2

3

4 5

6

7

8

9

10

11

12

13 14

15

600 X 450 MM ROUGH KOTA STONE

60 MM THK. PAVER BLOCK

BLOCK MASONRY WALL

WITH KOTA TOP

BLOCK MASONRY WALL WITH KOTA TOP

50 HDPE LINE

WATER

SUPPLY UG

TANK

SHED

ELECTRICAL

PANEL ROOM

LP

W.M.Chamber

ROAD

NEW

BOREWELL

25x15M SPACE FOR

STP (350 CUM

METER PAR DAY)

ENTRY POINT

FOR SEWER

MH

EP

EP

EP

EP

LP

MHLP

MH

MH

EPR

RO PLANT

UGT

SPT

SPT

EXISTING3 BUNGLOWS

7.50

MT.

WID

E R

OAD

7.50 MT. WIDE ROAD

Walking Way

Topiary

Pathway

Water tank

10 KL Cap.

Flat Lawn

Electr

ical

Plumeria

Alba

Lilly

Store

Gate

Bottl

e Pa

lm

Floriculture

Seating

Walking Way

Existing

Nursery Area

Steps Steps

WAITING ZONE

FORVISITORS & PARENT

S

SECURITYENTRY

ENTRY

E NTRY

B.W. BA RRIOR

SOLAR SYSTE

M SPACE FOR P

RACTICAL

FOR STUDE

NTS (1.5 M W

IDTH) FOR S

OLAR SYST

EM

REST SPACE

FLORICULTU

RE

LEAF COMPOST

VERMICULTURE

SPACE FOR

PRACTICAL SPACE FOR

PRACTICAL

SPACE

FORPRACTICAL

HEDGE

COLONY M

AIN ROAD

LAWN

SPACE

FOR PRACTICAL

ENTRY

ENTRY

SC

IEN

CE

& T

EC

HN

OL

OG

Y

PA

RK

123

45

6

7

8

9

10

11

12

1314

15161718

19

2021

22

23

24

25

26

27

2829

30

31

34

35

36

37

3839

40

41

32

33

3

3231

SEASONAL FLOWERS

2.50m. wide Pathway

STP

2.YOGA SPACE

IN NATURE

(Space for 50 Person)

Flame of forest or Delonix regia( red)Tree

Azardicta indica Tree(for purification of air from STP Side as a protective Tree.)

Azard

icta i

ndica

Tree(

for pu

rifica

tion o

f air f

rom ST

P Side

as a

protec

tive T

ree.)

Ready cocos spp.(Coconut)Tree

(As per Vastu & productive view.)(Dist. 6.0x6.0)

Cassia fistula or Peltophorum Tree

Flat Lawn

2.0 M. wid

e Paved Pa

thway

2.440

Inerme Hedge

Delonix Regia

Ready

cocos s

pp.(Co

conut)T

ree(As

per V

astu &

produc

tive vie

w.

Delonix regia

Delonix regia

Delonix regia

Seating

Mimuso

p elang

i or Fic

us nitid

a or sem

enia sem

an read

y tree(1

0-15 ft h

i)

Peltophorum Spp.

6.00

6.00

6.00

6.00



Delonix regia

Delonix regia





11.263

15.240

2.000

14.202

10.50

Inermi Hedge

Peltophorum Spp.

Peltophorum

Spp.

Inermi Hedge

21.00 m.

36.00

47.338

4.00 M. W

ide

Pathway

4.00 M. W

ide

Pathway

4.00

21.008.906

9.00

7.00

7.000

4.0028.00

2.000

2.000

6.006.006.00

Lilly

TEMPLE

7a

Pathway(In-Way)

Pathway(Out-Way)

Pathway for Temple Round

Pathway for Temple Round

Security Ca

bin

2.40 M. W

ide Pathwa

yfor H

andicapped

Flat Lawn

2.0 m

. Wide

Pathw

ay

ENTRY

Ficus Panda Topiary

Ficus Panda Topiary

Sloppy Lawn

Inermi Hedge

4.00 M. W

idePath

way

SEASONAL FLOWERS

Flat Lawn

2.000

10.750

Sloppy Lawn

Slop

py L

awn

Flat Lawn

4.00 M. W

idePath

way4.00

M. Wide

Pathway

4.00 M. W

idePath

way

2.50 M. WidePathway

2.50 M. Wide

Pathway

2.40 M. W

ide Pathwa

yfor H

andicapped

Washingtonia

With Bougainvillea

Ficus Panda

Topiary

Ficus Panda

Topiary

Washingtonia

With Bougainvillea

4.200

5.600

4.8002.800

2.800

2.800

2.800

2.800

2.800

4.200

Vinca

Vinca

2.000

SlopeSlope

Slope Slope

Seating

Mimusop elangi

Seating

Mimusop elangi

Flat Lawn

Flat Lawn

DUCT

TOILET

BATH

ROOM - 5

ROOM

DUCT

ROOM - 7

TOILET ROOMBATH

ROOM

TOILETBATH

ROOM - 8

ROOM - 6

ROOM

DUCT

TOILETBATH

TOILET

BATH

ROOM - 4

ROOM

Sofa cum Bed DUCT

TOILET

BATH

ROOM - 2

ROOM

TOILET

BATHROOM - 3

ROOM UP

LIFT

LVL +0.60

DUCT

TOILET

BATH

ROOM - 1

ROOM

Sofa cum Bed

DUCT

ROOM - 9

TOILET ROOMBATH

ROOMTOILETBATH

ROOM - 10

Sofa cum Bed

DUCT

TOILET

BATH

ROOM - 12

ROOMROOM - 11

ROOM

DUCT TOILET

BATH

TOILET

BATH

ROOM - 13

ROOM

DUCT

TOILET

BATH

ROOM - 15

ROOM

TOILET

BATH

ROOM - 14

ROOM

UPLIFT

LVL +0.60

DUCT

TOILET

BATH

ROOM - 16

ROOM

Sofa cum Bed

Sofa cum Bed Sofa cum Bed

Sofa cum Bed

T.V. ROOM

Sofa cum Bed

DUCT

LADIES TOILET GENTS TOILET

DOUBLEHEIGHT

RAMP UP

ENT. FOYER

OFFICE

DINING BLOCK

HAND WASH

DISH WASH

KITCHEN

STORE

MAIN ENTRY

UP

SERVICE ENTRY

LVL ±0.00

4.23 MT. WIDE PASSAGE


PORCH







DUCT

DUCT

Sliding Gat

e

PROPOSEDTOILETBLOCK

Ready cocos spp.(Coconut)Tree(As per Vastu & productive view.)(Dist. 6.0x6.0)

Park

ing

Are

a

PUJARI & WATCHMANBLOCK

Melingtonia indica(Neem) @ 6.0 M. Dist.

Washingtonia

filifera@ 3.0m. Dist.

5.10

1.00

1.00

6.36

2.46

1.521.52

9.20

3.20

8.11

6.00

6.00

1.34

3.80

2.40

Ficus PandaTopiary

UP

UP

UP

Ficus PandaTopiary

Flat Lawn

Natural

Amphitheat

er

UP

2.03

2.03 UP

UP

UP

UP

UP

5.80

20.53

37.310.97 1.35

3.18

4.55

Coc

onut

pal

m 25.17

26.69

38.18

DUCT

GENTS TOILET 2700X3600LADIES TOILET2700X3600

Fenc

ing

18513.00 SMT

PLINTH LVL = 100.60

Flor

icul

ture

2.0 m.

wide

pathw

ay

2.0 m. wide pathway

Flat lawnSloppy

Lawn

Lilly

Foxtail Plam

Foxtail Plam

Foxtail

palm

@ 8.0m

. Spaci

ng

Light

2.0 m. wide pathway

Fountain

Light

Light

LightLightLight

1.201.20

1.20 9.718 5.831

9.718 5.831

9.7185.831

1.20

1.9441.944

Bougainvil

lea

Red/White

Bougainvi

llea

Red/Whit

e

Casurina @1.0m. c/c

Bougainvillea

Red/White

Casurina @1.0m. c/cCasurina @1.0m. c/cPaved area

1.00

1.00

Flat lawn

Flat lawn

Flat lawn

6.00

12.00

6.00

Light

Light

Light

Light

Cleaning Area

Hip Cleaning but not level

6.00 M Wide Road

6.00 M Wide Road

6.0

0 M

Wid

e R

oad

6.0

0 M

Wid

e Road

Existing Concrete Base

GA

TE

Mangrove Conservation Area 04

Area 02

Man

grov

e Con

serv

atio

n Are

a 01

Mangrove Conservation

Mangrove

Area 03Conservation

GB1

GB2

GB4

GB5

MG1

GB5

MA

NG

RO

VE

25 H

A.A

MG2

GB3

GB3

GB6

GB7

GB12

GB9

GB11

GB11

GB8

GB10

GB5

GB5

GB5

Landscape Drawing

SCALE :- N.T.S.

DATE : 14.11.2017

DRG NO. HORTI/APSEZL

Imp

lem

en

ted

Gre

en

Zo

ne

De

ve

lop

me

nt

In A

PS

EZ

L A

rea

(Ma

ng

rove

aff

ore

sta

tio

n a

nd

Co

nse

rva

tio

n,

Gre

en

Zo

ne

are

a &

Ad

dit

ion

al G

ree

n B

elt

De

ve

lop

me

nt)

ADANI PORTS & SPECIAL ECONOMIC ZONE LIMITED,

DEPT.OF HORTICULTURE

MUNDRA .

Lat Long Of Mangrove AreaLat Long Of Green Belt Area

1

2

3

4

5

7

6

8

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

38

39

40

41

42

43

44

45

46

47

48

31

Annexure – 5

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

Annexure – 6

Community Awareness Session

Home Fire Safety Awareness Campaign “KNOWLEDGE AT YOUR DOORSTEP II”

On 15.04.2017 and 16.04.2017 home fire safety awareness campaign executed for home makers at

Samudra Township and Shantivan Colony respectively. Compare to last year programme there was

special inclusion in this programme of LPG fire safety which comprises of precautions while taking

delivery of LPG cylinders , response in case of emergency in LPG with practical operation of Fire

Extinguishers. Total 214 families at Samudra Township and 140 Families at Shantivan educated in home

fire safety.

125

Activities carried out from 15.04.2017 to 21.04.2017

Observance of 73rd National Fire Service Week

Home Fire Safety Awareness Campaign “KNOWLEDGE AT YOUR DOORSTEP II_Snaps

126

Annexure – 7

Organogram of Environment Management Cell, APSEZ, Mundra

CEO APSEZ

Mundra

Associate General

Manager

(Functional Support: HO)

M.E. Environment

Senior Manager

M.Tech & M.Sc.

Environment

Deputy Manager

B.E. (Chemical)

Assistant Manager

B.E. Environment

Senior Officer

M.Sc. Environment

Senior Officer

M.Sc. Environment

127

Annexure – 8

Cost of Environmental Protection Measures

Sr.

No. Activity

Cost incurred

(INR in Lakh)

Budgeted Cost

(INR in Lakh)

2015 – 16 2016 – 17 2017 – 18 2017 – 18 1. Environmental Study / Audit and

Consultancy

45.45 36.78 9.00 21.00

2. Legal & Statutory Expenses 3.30 4.76 9.48 16.00

3. Environmental Monitoring

Services

26.80 27.95 12.00 36.00

4. Hazardous / Non Hazardous

Waste Management & Disposal

34.56 12.52 31.9 90.84

5. Environment Day Celebration 7.18 6.71 2.68 10.00

6. Treatment and Disposal of Bio-

Medical Waste

1.22 1.27 0.75 1.44

7. Mangrove Plantation, Monitoring

& Conservation

73.64 72.38 60.0 60.0

8. Other Horticulture Expenses 434.72 555.00 494.0 556.5

9. O&M of Sewage Treatment Plant

and Effluent Treatment Plant

(including STP, ETP of Port & SEZ &

Common Effluent Treatment Plant)

18.18 61.50 39.89 69.35

10. Expenditure of Environment

Dept. (Apart from above head)

135.90 131.83 22.83 104.91

Total 837.73 910.70 682.53 966.04

128

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