minutes of the 229th meeting

of 96

(229th meeting of SEAC-Gujarat, Dated 10.03.2015) Page 1 of 96

Minutes of the 229th meeting of the State Level Expert Appraisal Committee held on 10/03/2015 at Committee Room, Gujarat Pollution Control Board, Gandhinagar.

The 229th meeting of the State Level Expert Appraisal Committee (SEAC) was held on 10th March, 2015 at Committee Room, Gujarat Pollution Control Board, Gandhinagar. Following members attended the meeting:

1. Shri T. P. Singh, Chairman, SEAC.

2. Dr. Nikhil Desai, Member, SEAC.

3. Shri V. C. Soni, Member, SEAC.

4. Shri Natarajan Pratap, Member, SEAC.

5. Dr. Mayuri Pandya, Member, SEAC.

6. V.N.Patel, Member, SEAC.

7. K. C. Mistry, Secretary

The agenda of TOR/Scoping/Category 8 (a) cases, appraisal cases and EC amendment cases was taken up. Twenty (20) cases of TOR/Scoping/Category 8 (a), five (5) appraisal cases and two referred back cases i.e total twenty seven (27) cases were taken up. The applicants made presentations on the activities to be carried out along with other details furnished in the Form-1 / Form-1A, EIA report and other reports. Additional information submitted by the project proponents of seventeen (17) projects were also taken up as agenda item.

1. Kantam Pharma Chem Plot no. 3203, Phase III, Chhatral GIDC, Dist.: Gandhinagar

Appraisal

Project / Activity No.: 5(f)

Project status: New

Chronology of EC Process : This project proposed by M/s: Kantam Pharmachem (herein after Project Proponent – PP) has

submitted Application vide their letter dated 25/07/2014.

This project was considered in the meeting of the SEAC held on 18/10/2014. The project was

categorized as B2 considering the zero effluent discharge and low air pollution potential and its

location in the industrial estate of Chhatral and the additional information was sought for appraisal

of the project.

The project proponent submitted the additional information vide their letter dated 19/01/2015.

Project / Activity Details:

This is a new unit and project proponent has applied for manufacturing of Steroids & Hormones

as below:

Sr. No.

Name of Product

Quantity (Kg/Month)

of 96


Steroids 25 1. Betamethasone dipropionate 25 2. Betamethasone butyrate propionate 25 3. Betamethasone sodium phosphate 25 4. Betamethasone valerate 25 5. Betamethasone acetate 25 6. Beclomethasone dipropionate 25 7. Clobetasone butyrate 25 8. Clobetasol propionate 25 9. Dexamethasone acetate 25 10. Deflazacort 40 11. Hydrocortisone acetate 25 12. Hydrocortisone butyrate 25 13. Methylprednisolone acetate 25 14. Prednisolone acetate 25 15. Triamcinolone acetonide 25 16. Mometasone furoate 25

Total 415 Kg/Month

Hormones 1. Estradiol 25 2. Pregnenolone 25 3. Progesterone 25 4. Testosterone 25 5. Testosterone propionate 25

Total 125 Kg/Month

Cost of the proposed project will be Rs. 4.0 Crores. Total area acquired for the proposed project is

2140.5 sq.m. Unit has proposed 667 sq. m area for gardening and tree plantation. Manufacturing process

will be batch wise. Fresh Water Requirement for the proposed project will be 3,887 L/day (Ind.: 77 L/day,

Domestic: 400 L/day & Gardening: 3,333 L/day) which will be sourced from GIDC water supply system.

Domestic waste water generation-360 L/day will be sent to soak pit and Industrial waste water-152 L/day

will be treated in Primary treatment plant. Primary treated waste water will be incinerated in incinerator

after solvent stripper. There will be no discharge of waste water outside premises. One DG set (cap.: 65

KVA) is proposed as stand by facility in case of power failure. Hazardous waste to be generated are ETP

waste & Incinerator ash (0.094 MT/Month), Discarded plastic bags/Drums (6400 Nos/ Month), Used oil

(50 Lit./Year) & Spent Residue - 203.79 Litre/Month. 666.65 m2 of the total plot area is allocated for the

green belt development.

Observations/Discussions: During the meeting Committee noted that plot holding certificate from GIDC is for the other name. PP

was asked to submit lease agreement for the proposed plot of GIDC. During the meeting, safety aspects

of the different chemicals, solvents were discussed in detail and suggested to provide auto detector with

alarming system. During the presentation, committee noticed that, project proponent has submitted

incomplete details with regards to waste water generation, treatment facility, management of used

solvent etc. Committee viewed this seriously and detailed discussion, the committee arrived at the

decision to reconsider the project after submission of the following:

of 96


1. Total quantity of industrial waste water generation is not matching with material balance submitted for each product. Give product wise effluent generation quantity in liters per MT of each product and effluent characteristic of each stream.

2. Quality and quantity of waste water to be generated from the manufacturing process of each product to be manufactured along with mass balance.

3. Stream wise qualitative & quantitative analysis of each waste stream (including process water, cooling tower blow down, boiler blow down, washing effluent etc.) to be generated. Characteristics of untreated and treated wastewater. A detailed effluent treat ability study vis-à-vis the adequacy and efficacy of the treatment facilities proposed for the wastewater to be generated. The characteristic on which treatability is based shall also be stated.

4. Technical details of proposed Incinerator including capacity, fuel to be used, adequacy etc. Techno-economical viability of the proposed Incinerator. Control measures proposed for the Incinerator in order to avoid/reduce gaseous emission/VOC from incineration of industrial effluent containing solvents & other chemicals.

5. Economical and technical viability of the effluent treatment system to achieve zero discharge.

6. Details on management of the hazardous wastes to be generated from the project stating detail of storage area for each type of waste, its handling, its utilization and disposal etc. How the manual handling of the hazardous wastes will be minimized. Methodology of de-contamination and disposal of discarded containers and its record keeping.

7. Name and quantity of each type of solvents to be used for proposed production. Details of solvent recovery system including mass balance, solvent loss, recovery efficiency feasibility of reusing the recovered solvents etc. for each type of solvent.

8. Lease agreement of proposed plot of GIDC Chhatral.

2. Ami Organics Pvt. Ltd. Plot no:440/4,5,6, and 8206/B, GIDC-Sachin,

Dist.: Surat Appraisal


Project status: Expansion

Chronology of EC Process :

This project proposed by M/s: Ami Organics Pvt. Ltd. (herein after Project Proponent – PP) has

submitted Application vide their letter dated 27/09/2012.

The project was considered for TOR finalization in the meeting of the SEAC held on 12/09/2012.

EIA Report was submitted on 19/01/2015.


This is an existing unit at Plot no. 440/ 5 & 6, GIDC – Sachin, District: Surat for manufacturing of

Pharmaceutical Intermediates @ 5.45 MT/M since June, 2004. The unit now intends to expand its

existing manufacturing capacity with addition of new alternative products having ultimate production

capacity of 50 MT/M (i.e. effective production increase of 44.55 MT/M).

of 96


Existing unit is having CC&A granted by the GPCB vide order no. 35994 dated 1/1/2010, which is valid

up to 10/11/2015 for production of Pharmaceutical Intermediates 5.45 MT/M. The list of existing and

proposed products is given below :

Sr No.

Product Existing (MT/Month)

After Expansion (MT/ Month)

1. 4-Hydroxy Cumerine 1

50 MT/Month (Total of all

67 products)

2. Dimethyl Formamide Dimethyl Acetal 2

3. 1-(2,3-dichloro phenyl) piperazine HCL 0.5

4. 1-(3-chlorophenyl) piperazine HCL 0.250

5. 1- phenyl piperazine 0.3

6. 1-[2-(2-hydroxy ethoxy)ethyl]piperazine 0.3

7. Trimethyl Ortho Benzoate 0.3

8. 1-methyl-3-phenyl piperazine 0.250

9. Trialkyl Ortho Alkolates 0.550

10. 1, 2-benzisoxazol-3-yl acetic acid --

11. 4-Bromo -1-Methyl-1H-Pyrazole --

12. 1-methyl-4-piperidone --

13. 2,4-thiazolidinedione --

14. 2,6-difluoro benzyl chloride --

15. 1-(2-hydroxy ethyl) pyrrolidine --

16. 3-(Piperazine-1-yl)-1, 2-benzothiazole --

17. 3-MORPHOLIN-4-YL-1-(4-NITROPHENYL)-5,6-DIHYDROPYRIDIN-2(1H)-ONE

--

18. 4-[1, 2, 4-triazolo-1-yl] methyl phenyl hydrazine --

19. 4 – HYDROXY COUMARIN (HC) --

20. 5,6- Dimethoxy Indanone (5,6-DMI) --

21. AMINO ACETALDEHYDE DIMETHYL ACETAL (AADMA) --

22. 1-ALKYL PIPERAZINE 1-Allyl Piperazine 1-Formyl Piperazine 1-Carbethoxy Piperazine 1-Acetyl Piperazine 1- (3-Chloro propyl)piperazine 1-Benzyl Piperzaine 1-(Furoyl)piperazine 1-(Tetrahydrofuroyl)piperazine 1-Benzoyl Piperazine 1-Cinnamyl Piperazine 1-BOC piperazine 1-CBZ Piperazine 1-Isopropyl Piperazine 1-Cylco pentyl Piperazine 1-Cyclo Butyl Piperazine 1-Cyclo propyl piperazine

--

of 96


1-Cyclo propyl methyl piperazine 1-Benzyloxy ethyl piperazine

23. 1 – Methyl – 3 – Phenyl Piperazine --

24. 1-ARYL PIPERAZINE 1-(3-Chloro Phenyl )Piperazine 1-(2-Chloro Phenyl)pIperazine 1-(4-Chloro Phenyl )Piperazine 1-(2,3-DiChloro Phenyl )Piperazine 1-(3,4-DiChloro Phenyl )Piperazine 1-(2,6-DiChloro Phenyl )Piperazine 1-(2-Methoxy Phenyl )Piperazine 1-(3-Methoxy Phenyl )Piperazine 1-(4-Methoxy Phenyl )Piperazine 1-(2-Hydroxy Phenyl )Piperazine 1-(3-Hydroxy Phenyl ) Piperazine 1-(4-Hydroxy Phenyl ) Piperazine 1-(2-Bromo Phenyl ) Piperazine 1-(3-Bromo Phenyl ) Piperazine 1-(4- Bromo Phenyl ) Piperazine 1-(2-Nitro Phenyl )Piperazine 1-(3-Ntiro Phenyl )Piperazine 1-(4-Ntiro Phenyl )Piperazine 1-Phenyl Piperazine 1-(3-Trifluoro Phenyl)Piperazine N-(3,4-METHYL ENEDIOXY PHENYL)

PIPERAZINE N-(2,4-DIMETHOXY PHENYL) PIPERAZINE 1-(3,4-DIMETHOXY PHENYL) PIPERAZINE 1-(3-Fluoro Phenyl )Piperazine 1-(2-Fluoro Phenyl)pIperazine 1-(4-Fluoro Phenyl )Piperazine 1-(3-Tollyl )Piperazine 1-(2-Tollyl )Piperazine 1-(4-Indolyl)piperazine 1-Cyclohexyl piperazine 1-(2-Pyridyl)-piperazine 1-Pyridin-4-yl-piperazine 1-(2-Cyanophenyl)piperazine 1-(4-Iodo-phenyl)-piperazine 1-(3-nitro-2-pyridyl)piperazine 1-(2-Pyrimidyl) Piperazine

--

25. 4-hydrzino benzene sulphonamide --

26. 4-(methyl amino)-3-nitrobenzoic acid --

27. ethyl 3-(pyridin-2-ylamino)propanoate --

28. dibenzo[b,f][1,4]thiazepin-11(10H)-one --

29. N, N-Dimethyl Formamide Dimethyl Acetal --

30. Ethyl 1-(4-methoxyphenyl)-6-(4-nitrophenyl)-7-oxo-4,5,6,7-tetra hydro-1H-pyrazolo[3,4-c] pyridine-3-carboxylate

--

31. Ethyl (4-amino-2-nitrophenyl) carbamate --

of 96


32. Ethyl (4-aminophenyl) carbamate --

33. Ethyl (4-nitrophenyl) carbamate --

34. Ethyl{4-[4-fluorobenzyl]amino}-2-nitrophenyl}carbamate --

35. ETHYLCHLORO[(4-METHOXY PHENYL)HYDRAZONO]ACETATE

--

36. 1 – (3 – CHLORO PHENYL) – 4 – (3 – CHLORO PROPYL) PIPERAZINE HCl (ECPH)

--

37. 1-[2-(2-HYDROXY ETHOXY) ETHYL] PIPERAZINE --

38. Ibandronic Acid --

39. Methyl Cyclobutane carboxylate --

40. S-(2, 3-epoxypropyl) Phthalamide --

41. 2H-[1,2,4]-TRIAZOLO-[4,3-a]-Pyridine (124TPO) --

42. ETHYL 5- NITROBENZOFURAN-2-CARBOXYLATE --

43. ETHYL-5- AMINOBENZOFURAN-2-CARBOXYLATE --

44. ETHYL-5- PIPERAZINYL BENZOFURAN-2-CARBOXYLATE

--

45. 1-(2, 6-dichlorophenyl) indoline-2-one --

46. 1-(4-methylphenyl)-4,4,4-triflurobutane-1,3-dione --

47. 1-Benzyl-4-piperidone --

48. 1-Boc-3-piperidone --

49. 1-Boc-4-piperidone --

50. 1-Hydroxy benzotriazole --

51. 3-CHLORO-1-(4-NITROPHENYL)-5,6-DIHYDROPYRIDIN-2(1H)-ONE

--

52. 3-methoxy propiophinone --

53. 4-(2-chloroethyl) morpholine --

54. 4-(4-aminophenyl) morpholin-3-one --

55. 4-chloro butyraldehyde dimethyl acetal --

56. Cyclohexane Carboxaldehyde --

57. 1-(4-Rphenyl)-2-piperidone --

58. 2-PIPERIDONE(2-PD) --

59. N-Boc-2-PIPERIDONE --

60. 3, 4 – DIHYDROXY – 5 – NITRO BENZALDEHYDE (3,4DH5NBZ)

--

61. N-Methyl amino Acetaldehyde Dimethyl Acetal --

62. 2-(chloromethyl)-4- methyl quinzoline --

63. 4-cyano-4-(4-fluorophenyl) cyclohexan-1-one. --

64. 5-(2-Methoxyphenoxy)-2,2’-bipyrimidine-4,6(1H,5H)-dione --

65. Bromo acetaldehyde diethyl acetal --

66. Diethyl (2-methoxy phenoxy) malonate --

67. Methyl di-(2-thienyl) glycolate --

of 96


The proposed production activity falls in the project activity 5(f) as per the schedule of the EIA

Notification-2006. The project being located within notified industrial estate falls under category B. As per

para, 7(i) III (i) (b) of the EIA Notification, 2006, public consultation is not required as the project is

situated in the notified industrial estate. The present plot area is @ 2000 sq. m. (i.e. Plot no. 440/5 & 6),

Industry has purchased new plots (i.e. Plot no. 440/4 and Plot no. 8206/B) adjacent to their existing

premises having total additional land area of @ 6250 sq. m. Therefore, the total plot area for proposed

project after expansion will be @ 8250 sq. m. Fresh water requirement will increase from existing 1.4

KL/day to 132.5 KL/day the proposed expansion and it will be sourced from water supply of M/s Sachin

Notified Area Authority. However actual fresh water requirement will be 69.5 KL/day as they will reuse

recovered condensate water from MEE (19 KL/day) and permeate (44 KL/day) from RO plant of treated

effluent. Industrial waste water generation will increase from existing 0.9 KL/day to 65 KL/day after the

proposed expansion. In present scenario, the effluent is sent to CETP of Globe Enviro Care Ltd. after its

primary treatment. It is proposed to achieve zero effluent discharge after the proposed expansion. After

the proposed expansion, the effluent will be segregated in different streams. Low COD, High TDS

effluent (56 KL/day) and Low COD, High TDS effluent stream (5 KL/day from washing, cooling & boiler

blow down) will be treated after pH correction through Phantom as well as SBT (Soil Bio Technology)

treatment facility followed by RO plant. The RO permeate (44 KL) will be reused, whereas R.O. reject (17

KL/day) will be fed to the MEE (Multiple Effect Evaporator). Capacity of the RO system & MEE plant will

be 65 KL/day & 20 KL/day respectively. High COD Solvent Bearing Stream (4 KL/day) after solvent

stripping and pH correction will be sent to MEE. The effluent will be stripped by using steam in steam

stripping column to recover the solvent and the rest will be sent to Evaporation system. Condensate (19

KL) from the MEE will be reused in cooling tower after biological treatment. Concentrate from evaporation

system is subjected to cooling, crystallization and filtration to recover salts. Mother liquor will be recycled

back to evaporator feed.Presently there is one Small Industrial Boiler (500 Kg/Hr), one Thermopack (200

U) and one D.G. Set (82 KVA) in the existing unit. After proposed expansion, there will be three Boilers

(1 TPH x 1 & 2 TPH & 2), two TFHs (200 U. & 400 U) and three D.G. Sets (250 KVA each) in the unit.

Natural gas requirement will increase from 200 SCM/day to 1500 SCM/day whereas requirement of LDO

increase from 8 L/Hr to 40 L/Hr due to the proposed expansion. At present unit has provided two stage

Alkali scrubbing system (ventury + packed bed). This APCM will be used to scrub process gaseous

emission. ETP sludge (180 MT/Year), spent solvent (1150 MT/Month), distillation residue (287.7

MT/Year), spent carbon, MEE salt (720 MT/Year), used oil (0.085 MT/Year), discarded containers /

barrels / bags (19.2 MT/Year), Carbon Residue (8.57 MT/Month), Process waste ( 150.8 MT/Month),

Palladium Carbon (14.2 MT/Month), Ammonia (13.61 MT/Month), Raney Nickel ( 9.5 MT/Month), Thionyl

Chloride (127.2 MT/Month) & Sodium Sulphate (138.90 MT/Month) will be generated as hazardous

wastes. ETP waste, Evaporation salt, Process waste & Carbon residue will be sent to TSDF site. Used oil

& discarded containers will be sold to authorised re-processors and registered recyclers respectively.

Spent solvent will be recovered in in-house solvent recovery and utilised within premises & in case of

need arise, it will be sold to authorised recyclers only. Distillation residue will be sent to CHWIF for

incineration. Thionyl Chloride & Ammonia will be recycle in process. Sodium Sulphate will be sold out to

authorised end users. Raney Nickel & Palladium Carbon will be sent to catalyst suppliers. Unit has

obtained membership certificate of Integrated common hazardous waste facility of SEPPL.

of 96


Observations/Discussions:

The project was appraised as per the prescribed TOR and information submitted by the project

proponent. While discussing about combine capacity of all the products, PP informed that due to wide

fluctuation in market for demand of the various products it is difficult to have manufacturing of a particular

product with a specific monthly production capacity. Further they informed that the manufacturing for

most of all the products have more or less similar unit operations with variation of major input chemicals

and solvents depending upon the desired end products.

The study period considered for EIA was December 2011 to March 2012. Air quality monitoring was

carried out at seven locations. The average concentration of SO2, NOx, PM2.5, and PM10 ranged from

5.36 to 24.97 μg/m3, 22.6 to 50.04 μg/m3, 30.0 to 86.20 and 46.78 to 194.0 μg/m3 respectively. During

the study period the average concentration of SO2, & NOx, were well within prescribed limit at all

locations while the average concentrations of PM2.5, and PM10 found above permissible limits which

may be due to heavy industrial activity surrounding those locations. Data on Hydrocarbons (HC) and

Volatile Organic Carbons (VOCs) were also collected for industry location and the results were found

Below Detectable Limits (BDL). As there is no direct withdrawal of ground water as well as no disposal

into environmental sink, impact of water environment due to proposed expansion project is insignificant in

nature. Prediction of GLC values are carried out by using the American Meteorology Society-

Environmental Protection Agency Regulatory Model (AERMOD). The maximum incremental increase in

concentration for SO2 , NOx, PM & HCl will be 0.019 μg/m3 , 3.31 μg/m3 , 0.24 μg/m3 , 0.01 μg/m3

respectively. These GLC’s are expected to occur at a distance of 520 m from the source towards South

West direction for Sox, NOX & PM and at a 773 m from the source towards the SW direction for HCl.

Unit has prepared Risk assessment & Disaster management plan considering two scenarios identified for

consequence analysis viz. Release of Ammonia, Toluene, Ethanol, Methanol & O-Xylene. While

discussing about spent solvent, PP informed that solvent recovery will be minimum 95% which will be

carried out in-house or spent solvent will be sold out to Solvent recovery unit. Committee asked to submit

name of the nearby Solvent recovery unit who is authorized by the GPCB.

After detailed deliberations the Committee sought following additional information for further

consideration of the proposal:

1. Quantity & quality of each of the by-products, Hazardous wastes & spent acids to be generated from the proposed production. Complete management plan of the by-products, Hazardous wastes & spent acids to be generated including break up of quantity to be recycled / reused within the premises and quantity to be sold outside along with Name and address of end consumers, Copies of agreement / MoU / letter of intent from them, showing their willingness to purchase said wastes / by-products from the proposed project. Give detailed justification and feasibility of reuse/recycle of the particular item.

2. Details of solvent recovery system including mass balance, solvent loss, recovery efficiency etc. for each type of solvent. In case of spent solvent to be sold outside, name of nearby Solvent Recovery unit with capacity of the unit and permission letter with quantity.

3. Barbella Bunglows (Vipul J.Mangukiya)

Block no:1329,1348,1349,1350,1352,1353, 1368, 1369 1370,1371,1372, Barvodham, Olpad, Dist.: Surat

Screening & Scoping

of 96


The project was earlier taken up in the SEAC meeting held on 08/12/2014. During the meeting held on 08/12/2014, the project proponent was asked not to sell their farm, in which the treated sewage from the proposed project is going to be utilized, for at least next 20 years. After detailed discussion, it was decided to further appraise the project only after satisfactory submission of the following:

1. Land possession documents of the farm in which the treated sewage from the proposed project will be used.

2. Complete treated sewage management plan during the monsoon season when the treated sewage utilization for irrigation purpose is not possible.

3. Permission from the concerned authority for providing water supply and municipal solid waste collection facility for the proposed project.

4. Details on parking space to be provided in each individual type of bungalow which should include total plot area of each type of bungalow, ground coverage, open plot area & parking area available etc.

The project proponent vide their letter dated 22/01/2015 submitted the above mentioned details.

The project was further appraised based on the additional details submitted as well as facts presented before the committee.

The project proponent submitted a letter from Barbodhan Grampanchayat stating that water supply and municipal solid waste collection facility will be made available to the project after completion of the construction work of the project as per the prevailing rules & regulation. It is proposed to provide 2 nos. of RCC underground tanks each of 500 KL for storing the treated sewage during the monsoon season when treated sewage utilization for gardening is not possible. Project plan showing adequate car parking space available for each type of duplex bungalows has been submitted.

During the meeting it was noticed by the committee that out of total 11 block numbers of the project site, NA orders for 7 block numbers have been submitted which shows ownership of land parcel by the persons other than the applicant. After detailed discussion it was decided to consider the project only after submission of the following:

1. List of partners & directors of the company, copy of permission obtained for non agricultural use of the remaining 4 block numbers (i.e 1329, 1349, 1350 & 1372) or a copy of documents showing the correspondences made in this regard and copy of agreement made between the land owners & developers.

4. Raghuvir Celeum Center R.S.No.54+55,56 & 149 Block No.53,55 & 141/A Paike, Draft T.P.S.No. 35, O.P.No.167,136 /1, F.P.No.167,Kumbharia, Choryasi, Surat

Appraisal

The SEIAA, Gujarat has accorded environmental clearance to Mr. Ankurbhai Mohanbhai Jhariwala for the commercial building construction project at R.S.No.54+55, 56 & 149, B.No.53,55 & 141/A paikee, Draft T.P.S.No.35, O.P.No.167,136/1, F.P.No.167, Vill: Kumbharia, Ta:Choryasi, Dist:Surat vide order no. SEIAA/GUJ/EC/8(a)/139/2014 dated 08/09/2014 for the built up area of 31,990.25 m2.

The project proponent in the name of Raghuvir Developers & Builders,vide their letter dated 13/10/2014 along with revised Form-I & Form-IA requested for amendment of Environmental Clearance order dated 08/09/2014. It was mentioned in the letter that due to the revised project planning, built up area of the project will be 60,640.13 m2 with 422 nos. of commercial units which was 31,990.25 m2 with 215 nos. of commercial units (storage & shops) as per the Environmental Clearance granted.

of 96


The request for amendment in terms of proposed expansion was considered during the SEAC meeting held on 29/11/2014 and the project proponent presented the previous and the revised project details which are tabulated below:

Description As per Environment Clearance

Proposed details after expansion.

Plot area (sq. m.) 10,021.0 10,021.0 Ground Coverage (sq. m.) 3,006.30 4,902.57 Built – up area (sq. m. ) 31,990.25 60,640.13 FSI area (sq.m.) 22,535.04 40,075.92 Basement area (sq. m.) 4,951.05 10,719.98 Number of building block 1 1 Number of Units 26 shops & 189 storage

units 422 nos. of shops.

No. of floors Basement + ground floor +8 floors

2 level basement + ground floor + 9 floors. (i.e total 10 floors)

Parking requirement as per NBC

136 CPS 685 CPS

Parking requirement as per GDR

6,764.18 20,037.96

Parking area provided (sq m) and number of CPS

7,568.57 & 272 21,184.94 & 722

During the meeting held on 29/11/2014, it was presented that STP of 110 KL/day capacity will be installed for treating the domestic waste water to be generated during the operation phase. Out of the total water requirement of 114.11 KL/day, fresh water requirement of 73.3 KL/day will be met through water supply from Surat Urban Development Authority where as remaining water requirement of 40.81 KL/day will be met through treated sewage. Domestic waste water to be generated will be treated in the proposed onsite STP of 110 KL/day capacity. Treated sewage will be reused for flushing & gardening purposes and only remaining quantity of treated sewage will be discharged into the underground drainage line of SUDA. During the meeting, it was presented that in addition to parking proposed in two level basements, they will provide car parking facility at 10th floor also. The project proponent was suggested to avoid parking at 10th floor in view of the fact that parking proposed at 10th floor is more energy consuming affair and moreover safety aspects are of major concern in case of car parking provision at 10th floor. They were suggested to make provision of 3rd level basement or to provide covered parking at ground floor, instead of providing parking at 10th floor. After detailed discussion on the proposed amendment, it was decided to further appraise the project only after submission of the following:

1. Justification for proposed expansion along with the supporting documents.

2. Revised parking details for the proposed commercial project, excluding parking space proposed on 10th floor, with complete back up calculation as per NBC norms. Parking plan showing in different colour code the parking area provision in basement, open surface parking, ground floor covered parking, two wheeler parking etc. in different colour code.

3. Status of water supply, drainage connection and municipal solid waste collection facility in the area. A letter from SUDA stating the time limit within which the water supply, drainage connection and municipal solid waste collection facility will be available to the project.

The project proponent submitted the above mentioned details vide their letter dated 16/01/2015.

of 96


The project was further appraised based on additional details submitted and the facts presented before the committee.

It was presented that as per sub-section (1) of section 29 of Gujarat Town Planning & Urban Development Act, 1976, the Government has power to sanction FSI up to 4, building height upto 70 m and 50% ground coverage with relaxation in margin. They have already applied to the Urban Development & Urban Housing Department, Sachivalaya, Gandhinagar for additional FSI. A copy of letter from the Urban Development & Urban Housing Department asking report from SUDA in this regard has also been submitted. It was presented that the total 20,530.8 m2 parking area including 19,038.78 m2 in basement and 1,492.02 m2 as open surface parking will be provided which is equivalent to 660 CPS against the parking area requirement of 655 CPS as per NBC.

During the meeting, It was observed that parking area proposed in basement is more than the actual area available in the basement as per the project plans submitted by them. During the meeting, after detailed discussion it was decided to consider the project only after submission of the following:

1. NOC from Mr. Ankurbhai Jhariwala for transferring Environmental Clearance in the name of M/s Raghuvir Developers & Builders.

2. Copy of permission obtained from the Urban Development & Urban Housing Department, Sachivalaya, Gandhinagar for additional FSI.

3. Realistic details on parking area provision for the project based on the actual area available in the basement for parking.

5. Bhadbhut Barrage Project

Latitude-220 39’ 47.36”, Longitude:720 47’ 54.89”, Bhadbhut, Vagra, Bharuch

Appraisal

The Kalpsar Department, Government of Gujarat has proposed to construct a barrage across Narmada river near Bhadbhut village. Barrage Project has not been included in the specified list. However the proposed barrage will provide irrigation to about 1136 ha of land. Accordingly, the project falls under category B of the project / activity no. 1(c) [i.e. the project having irrigation command area less than 10,000 ha] in the schedule of the EIA Notification, 2006. The project was considered for screening /scoping in the meeting of the SEAC held on 05/01/2012. After detailed deliberation, certain additional TORs were prescribed for the EIA study. Subsequently, additional TOR was also prescribed in the meeting of the SEAC held on 06.02.2013. Public hearing for the project was organized by the GPCB on 19.07.2013 at Bhadbhut village. Final EIA and Risk Assessment report of the project prepared by CSIR-NEERI, Nagpur was submitted in February, 2014. The project proponent was called for appraisal of the project in the SEAC meeting held on 31/07/2014. After deliberation on various aspects, it was decided to appraise the project further after satisfactory submission of following additional information / documents:

1. Time bound action plan for addressing each of the issues raised during the public consultation process.

2. Exact extent of forest area required to be diverted for various components of the project.

3. Status of Stage-I forestry clearance for diversion of 31.40 ha of forest land required for Barrage left bank approach and about 15 ha of forest land required for Barrage left bank flood protection embankment.

of 96


4. Exact status of application made for CRZ clearance along with supporting documents.

5. Details on outputs of physical model and mathematical model studies. Correlation between outputs and details on remedial measures proposed based on the outputs for preventing ecological impacts including bank erosion, drainage, submergence, impact on migration of Hilsa fish, etc.

6. Impact of construction of left bank protective embankment on drainage of water shed area. Detailed on the drainage plan considering the construction of left bank protective embankment.

7. Scientific base for deriving 600 cusec as environmental flow and proper justification supporting that environment flow of 600 cusecs would be sufficient to sustain ecology of Narmada estuary.

8. Detailed SOPs for opening or closing of barrage gates taking into account the ecological factors including migration of Hilsa in monsoon. Details of proposed fish pass and detailed plan for ensuring that migration of Hilsa fish would not be affected due to the proposed barrage project.

9. Exact rise in tidal water level at the barrage at the time of highest of high tide and its impact in terms of submergence of area downstream of the barrage. Whether any land area would go under submergence due to this rise in tidal water level?

10. Impact of the barrage in terms of erosion in downstream banks of Narmada estuary. Details on measures proposed to avoid chances of bank erosion in downstream including provision of guide bund, gate opening based on physical model study, etc.

11. Details on need of capital and maintenance dredging in estuary stretch in downstream of the barrage, expected quantity of dredge material and where it will be disposed.

The project proponent submitted the above mentioned details vide their letter dated 29/01/2015.

The project proponent along with their expert/consultants attended the meeting of SEAC held on 10/03/2015. During the meeting the project was further appraised based on the details submitted as well as facts presented before the committee.

Time bound action plan regarding the main issues raised during the Public hearing is prepared by the Kalpsar department which includes provision of Hatcheries for Hilsa, Prawn & fresh water fish, Operation of gates to facilitate fish migration & to avoid/reduce the impacts of flood, Provision of Fish Pass, Provision of Ship lock/crane for easy movement of boats, Fishing rights in the Barrage Reservoir, CSR etc.

The barrage left bank approach is 7.29 km long for which 11.7494 ha Govt. land, 31.4 ha forest land and 1.8484 ha private land are required. Kalpsar department has proposed that an equal area of government land from the proposed Gir Lion Corridor in Bhavnagar district will be handed over to the Forest department. Project proponent has identified the land in village: Tol Saladi (survey no. 87/A/1), Ta.: Jesar as compensation land against the forest land required for the proposed Bhadbhut barrage. This land is acquired and handed over to Forest Dept for the purpose of extension of Gir Lion corridor. The Dy. Conservator of Forest, Bharuch will submit the proposal to the state Forest Department for their recommendation and onward submission to the committee of secretaries, Regional Office, Bhopal for final approval.

The proposal for CRZ clearance of the project has been recommended by Gujarat Coastal Zone Management Authority (GCZMA) to State Environment Impact Assessment Authority (SEIAA) for grant

of 96


of CRZ clearance on 22.09.2014. The output from the modeling studies, physical as well as mathematical, for the project has been

analyzed in relation to design of the barrage, and the finding of the studies has been utilized for different component of the project. The Kalpsar department has involved experts for their advisory services continuously on construction, operation, monitoring, analysis and preparation of reports on physical model study.

Presently the drain from left bank flood plain of 215.87 sq.km is drained through Amlakhadi & other small nala into river Narmada on the U/s of the proposed barrage site which will be diverted in D/s of barrage location through a box type central drainage structure (comprising of 2 nos. of diversion channels)of 9.820 km long to be provided on the left bank. For designing the drain structure, 100 year frequency flood data of Sardar Sarovar has been considered. It is planned to divert drainage from left bank flood plain in downstream of barrage near village Dhanturia. The design discharge is 752.40 m3/sec out of which approximately 1/5th portion is assumed as normal river flow. Hence, the lower portion of the drain is designed so as to contain a discharge of 150.48 m3/sec.

Kalpasar department has decided to release 600 cusecs of water (equal to volume of water released from SSNNL) from Bhadbhut barrage for d/s area of the barrage as Environmental Flow as per the endorsement of Environmental Sub group of Narmada Control Authority (NCA).

The Bhadbhut barrage is a gated structure. A total of 90 gates of size 15.5 X 9.5 m have been provided in the barrage body at the river bed level to facilitate storage of water. Barrage gates will be kept open in monsoon during flood period for unrestricted passage of fish species. Monsoon period is the spawning time for Hilsa and other fish species during which adult Hilsa fish migrate from marine water to fresh water transiting through estuary water through the open gates. The gates will remain closed during dry season during which migratory fish can pass through the fish-pass. Fish-pass will be provided in Bhadbhut barrage as per CIFRI guideline with suitable protection. Fish pass in the proposed barrage project will be designed considering the factors like (i) discharge & current conditions, (ii)length, slopes of fish pass, (iii)design of fish pass bottom, (iv)Optimal position of fish pass and (iv)positioning of the fish pass.

The estuary banks will be appropriately trimmed to widen the estuary’s horizontal space to increase the spread of the tidal water so as to reduce the tidal water level. There is a provision of protective embankment for downstream estuary so as to check the over reach of the barrage reflected tidal water of elevated level. The design of the downstream protective embankment will be authenticated based on the output of the physical Model study, which is under way at Gujarat Engineering Research Institute (GERI), Vadodara and mathematical model of NIOT, Chennai.

Design of barrage has taken care of erosion in d/s banks as per BIS guidelines and physical model output. Kalpasar Department has put in place a suitable mechanism for monitoring erosion in d/s banks of Narmada estuary and necessary mitigation measures.

Bhadbhut barrage, being the barrage structure, has 90 service gates of size 15.5m x 9.5m each. The crest (bottom seal) level of the 80 service gates and 10 sluice gates are at (-) 2 m and (-) 3 m respectively. At present average bed level of the river at the proposed barrage site is (-) 1.60 m. Since the Bhadbhut barrage gate crest is below river bed level, there is no scope for siltation u/s of the barrage.

During the monsoon, operation of the barrage gate will be as per gate operation manual. The gates will remain open and pass the flood water with velocity more than 4-5 m/s as observed on physical model of the barrage at GERI, and flushing out the sediments into the sea thereby obviating the need for removal of deposited sediments.

of 96


A systematic monitoring program will be in place for regular monitoring of erosion and siltation during the operation phase of the project under the supervision of expert committee of Kalpasar Department. Mitigation measures, if necessary, will be as per CRZ guidelines in consultation with GMB.

It was submitted that Aliabet land will not come under submergence due to the proposed barrage project as the barrage has the provision of guide bund as well as flood protection embankment to store the water in the barrage with limited spread beyond Narmada river. Releasing of flood on downstream through operation of the gates will be done in such a way that the effect on Aliabet will remain more or less same in post barrage condition also.

During the meeting, after detailed discussion it was decided to consider the project only after submission of the status of forestry clearance for the forest land required for Barrage left bank flood protection embankment. 6. Skaps Industries India

Pvt. Ltd. Plot no. 1, Block-C, Sector-12 S, Adani Ports and SEZ, Ta:Mundra, Dist: Kutch

Referred Back Case


Status of the Project: New

Chronology of EC Process:

This unit has applied for environmental clearance on 26/12/2011 for manufacturing of

Polypropylene Staple Fiber.

Proposal was taken up for screening / scoping in the SEAC meeting held on 30/01/2012

and looking to the low pollution potential, the unit was categorized as B2.

The project proponent submitted the additional information sought by the committee, vide their

letter dated 31/07/2012.

The project was appraised based on the additional information furnished and the details

presented before the committee in the SEAC meeting held on 27/09/2012. During the meeting,

the committee noticed that the MPSEZ has not yet obtained environmental clearance and felt that

this proposal in question cannot be considered at present in spirit of the judgment of Hon’ble High

court of Gujarat in the matter of Writ Petition (PIL) No. 194 of 2011. The project proponent was

informed to approach the committee only after environmental clearance is accorded to the

MPSEZ.

Ministry of Environment & Forests, New Delhi has awarded Environment Clearance to MPSEZ

vide its letter no. 10-138/2008-IA.III dated 15th July 2014 and project proponent has submitted a

copy of the same on dated 30/07/2014.

The project was appraised during the SEAC meeting held on 20/08/2014.

The committee recommended SEIAA, Gujarat for granting the environmental clearance to the

proposed project expansion vide letter no. EIA-10-2011-1116-E-2928 dated 12/11/2014.

However, the SEIAA referred back this case for seeking clarification from the project proponent

regarding following points :

of 96


Project was considered in the 7th meeting of SEIAA held on 23/01/2015. During the meeting, it

was decided by SEIAA to refer back the case to SEAC for reconsideration on the following point:

1. Disposal method for waste which is to be generated from process. Name of register

recycler where remaining process waste will be sold out.

2. Stream wise quantification and quality of proposed effluent generation and effluent

Treatment Technology to achieve TDS level below 2100 mg/liter as entire wastewater to

be utilized in gardening as proposed.

During the meeting, the project proponent gave following clarification for the above points :

1. Process waste PP Staple fiber – 734 MT/Annum, which will be generated from the various

mfg. process steps i.e. start-up of the machine, due to wrapping on the rollers, stopping of

the machine. This waste will be recycled/ reused in-house and if remaining, will be sold to

registered recyclers namely (1) M/s. Northern India Co., Kutch and (2) M/s. Bhagwati

Plastic Processors, Ahmedabad.

2. Raw water source is Narmada water supplied by Adani Ports & Special Economic Zone

Ltd. which itself has a very low TDS (in the range of 400 -600 mg/l). Based on qualitative

and quantitative analysis of each waste stream submitted, 18 kg of TDS will be dissolved

in 20 KL of water. This TDS works out to be 900 mg/l. Thus, this mixed effluent after

collection could directly be used for gardening/ plantation purposes.

Observations & Discussions: During the meeting, it was observed that PP has submitted copies of valid CC&A of two units who are

engaged in recycling of waste and process waste will be sold to these authorized recyclers only

Committee also noted that based on the characteristics of the different effluent streams, TDS of the mix

effluent to be discharged will be @ 900 mg/l. Unit has proposed 21903 sq. m land for green belt

development. The committee was satisfied with the clarification given by the project proponent and

decided to forward the same to SEIAA for their consideration along with the following additional condition

in continuation of the same terms and conditions which were prescribed earlier.

1. The Process waste to be generated shall be recycle/ reuse in-house and if remaining, will

be sold to authorized recyclers namely (1) M/s. Northern India Co., Kutch and (2) M/s.

Bhagwati Plastic Processors, Ahmedabad.

2. Effluent conforming to the GPCB norms shall be utilized for gardening / plantation within

the premises.

7. Gujarat Housing Board

(Affordable Housing Project)

S.No.870/Paikee, Near Kailashnagar, Tehsil:Bhuj,Dist: Kutch

Referred Back Case

The project was recommended to the SEIAA, Gujarat for grant of Environmental Clearance vide letter no.

of 96


EIA-10-2013-5839-E-2860 dated 05/11/2014.

Accordingly the project was taken up in the SEIAA meeting held on 17/01/2015. During the meeting of SEIAA held on 17/01/2015 it was decided to refer back the case to SEAC for the following reason.

“Status of water supply and drainage lines in the area where the project is situated and expected time span for getting water supply & drainage connection for the proposed project.“

In view of the letter no.54/2015 dated 27/02/2015 received from SEIAA, the project proponent was called during the SEAC meeting.

The project proponent has submitted a copy of letter from Bhuj Nagarpalika stating that the water supply and drainage connection will be made available to the project for which Gujarat Housing Board has to pay necessary charges to Bhuj Nagarpalika. After discussing the matter it was decided to recommend the project to SEIAA Gujarat for grant of Environmental Clearance. 8. M/S Hi Bond Cement

(India) Pvt. Ltd. Plot no.315/P,316/P,317/P,Vill.:Patidad, Gondal-Junagadh Road, Ta: Gondal, Dist.: Rajkot.

Screening & Scoping

Project / Activity No.: 3(b)

M/S Hi Bond Cement (India) Pvt. Ltd. (herein after Project Proponent – PP) has submitted application vide their letter dated 01/07/2014.



This is an existing unit and proposes for expansion in Cement Grinding as tabulated below:

Product Existing

(MT/Month)

Proposed

(MT/Month)

After Expansion (After co-processing with Waste)

53 grade Ordinary Portland Cement and Pozzolona Portland Cement

55000 -- 110000 *

MT/Month

Slag Cement -- 55000

* When only slag cement is manufactured, total production will not exceed 110000 MT/Month and when only Ordinary Portland Cement and Pozzolona Portland Cement is manufactured, total production will not exceed 55000 MT/Month.

Cement plants falls in the project / activity 3(b) of the Schedule of Environment Impact Assessment

Notification, 2006.

This is an existing unit, engaged in grinding of Cement Clinker. Total plot area is 130592 sq m. There will

be no additional land required for expansion project. Expected cost of the proposed project is Rs 18.5

Crores. Basic raw materials will be Clinker, Fly ash and Gypsum. Existing water consumption is 92.5

of 96


KL/day (42.5 KL for Domestic & 50 KL for Gardening) which is sourced from open well. There will be no

additional water requirement for proposed expansion. Existing domestic waste water generation is 38

KL/day. There will be no generation of industrial waste water. There will be dust emisions from Jaw

crusher, Cement Ball Mill, Cement Mill Silos, Bucket Elevators etc. Unit has proposed common cyclone

and bag filters as APCM. No additional fuel will be required for proposed expansion. At present 25764 sq.

m area is developed as green belt area. Hazardous waste to be generated are used oil, Discarded

containers/ drums/carboys and and cement dust.

Observations/Discussions: Technical presentation made during the meeting by project proponent. On asking, project proponenet

informed that Blast furnace slag will be sourced from other industries. During the meeting, the project

proponent requested for categorizing the project as B2 and to exempt them from carrying out detailed

EIA study which was not considered by the committee and the project proponent was asked to submit

legal undertaking regarding transportation of raw material and finished products shall be primarily through

railways which should not be less than 90% of the traffic (Inward and outward put together). Committee

also asked to submit all relevant details about existing Clinker manufacturing unit, copies of

Environmental permissions and compliances. It was unanimously decided to consider the project for

TOR/Scoping only after submission of the following:

1. Legal undertaking regarding transportation of raw material and finished products shall be

primarily through railways which should not be less than 90% of the traffic (Inward and

outward put together) as per MoEF Office Memorandum no. J-13012/12/2013-IA-II (I)

dated 24/12/2013. Give complete details about source of raw materials, route of transport

and transportation of product to customers.

2. Copies of all the permissions obtained by your unit under Environmental Laws viz. EC,

CTE, CCA and point wise compliance report of the conditions stipulated in the said

permissions.

3. Source of Blast furnace slag with quantity.

9. Beautification of Ranmal Lake by

Jamnagar Municipal Corporation Ramnal Lake (Lakhota Lake), Jamnagar

Screening & Scoping

With reference to the receipt of the letter no. SEIAA/GUJ/EC/97/2015 dated 03/03/2015 from the State

Level Environmental Impact Assessment Authority regarding order of the Hon’ble High Court of Gujarat

dated 11/02/2015 for obtaining opinion/report for the development and beautification project of the

“Ranmal Lake (Lakhota Talav)” by Jamnagar Municipal Corporation, the project was taken up on the

priority basis during the SEAC meeting and the Jamnagar Municipal Corporation was invited for attending

the meeting although the application for obtaining Environmental Clearance was not submitted by them.

The Jamnagar Municipal Corporation officials along with their expert consultant attended the SEAC

meeting and presented the details of the project which are as under:

The proposed project is for beautification & development of “Ranmal Lake (Lakhota Talav)” situated in

the middle of Jamnagar city under “Swarnim Jayanti Mukhya Mantri Shaheri Vikas Yojana”. The lake is a

of 96


pilgrimage place for the nearby locality since many years.

The details of the project, as presented before the committee, is given below:

Sr.No. Description Area 1. (a) Area for development 3 ha 2. (b) Area of development including water body 30 ha 3. Built up Area (a) City Museum (Restoration work) 310 sq.m.

(b) Administrative Office Building with store 225 sq.m. (c) Amphitheater & Projector Room 1,172 sqm. (d) Toilet block at Senior Citizen Park 68 sq.m. (e) Food Plaza (12 Shops) 360 sq.m. (f) Store Room at Ambedkar Garden 18 sq.m. (g) Security Cabins at Entrance Gates (18 Nos.)

162 sq.m.

Total Built Up Area 2,315.sq.m.

They have also submitted an undertaking vide their letter dated no. JMC/P&P/27/590/2014-15 dated

10/03/2015 that Jamnagar Municipal Corporation is going to carry out development & beautification of

lake-1 only, having total land area of 30 ha and no development will be undertaken for phase 2 & phase 3

for lake no. 2 & 3 respectively.

As per Entry no. 8 of the schedule listed to the EIA Notification-2006, the Building Construction Projects

as well as the Townships and Area Development projects with the built-up area and / or land area

mentioned below requires prior environmental clearance:

Project or Activity Cat. with Threshold limit Conditions if any A B

8 Building / Construction projects / Area Development projects and Townships

8(a) Building and Construction projects

-- >20000 m2 and <1,50,000 m2 of built-up area.

The term “built up area” for the purpose of this Notification the built up or covered area on all the floors put together including basement(s) and other service areas, which are proposed in the building / construction projects. Note 1:-The projects or activities shall not include industrial shed, school, college, hostel for educational institution, but such buildings shall ensure sustainable environmental management, solid and liquid waste management, rain water harvesting and may use recycled materials such as fly ash bricks. Note 2:- “General Conditions” shall not apply.

8(b) Townships and Area Development project.

- Covering an area > 50 ha and or built up area > 1,50,000 m2

A project of Township and Area Development Projects covered under this item shall require and Environment Assessment report and be appraised as

of 96


Category ‘B1’ Project. Note:- “General Conditions” shall not apply.

Looking to the facts above, the committee was of the view that the proposed project for development & beautification of the lake-1 does not come under the purview of the EIA Notification-2006 and hence does not require prior Environmental Clearance certificate from SEIAA, Gujarat. 10. Pharma Inter Chemie Plot no. 139 &140, GIDC-Nandesari,

Dist.: Vadodara Screening & Scoping


Project status:

Chronology of EC Process :

This project proposed by M/s: Pharma Inter Chemie (herein after Project Proponent – PP) has submitted Application vide their letter dated 19/07/2014.

This project was considered in the meeting of the SEAC held on 19/07/2014.

The project was categorized as B1 and the TOR issued.

The project proponent submitted the letter no. NIL dated 11/03/2015 requesting exemption from Public Consultation as per Office Memorandum of MoEF dated 10/12/2014.


This project was already considered for screening/scoping on 19/07/2014. During the meeting, this project was categorized as B1 category and asked for carrying out detailed EIA study and public consultation as per the Office Memorandum (OM) issued by MoEF&CC vide no. J-11013/36/2014-IA-I of MoEF&CC, Government of India dated 10/12/2014. As per this OM, the exemption from public consultation, as provided for under para 7 (i) III.Stage(3)(i)(b) of EIA Notification, 2006 is only available to the projects or activities located within the industrial estates or parks, which have obtained prior environmental clearance under EIA Notification, 2006, as provided for under item7(c) of the Schedule. Committee noted that this proposed project is located in Nandesari GIDC which was notified prior to 14.09.2006. In view of above committee decided to exempt environmental public hearing and the project shall be appraised on receipt of the EIA report.

11. AMC (Residential

Building Project) F.P.No.381/P, T.P.S.No. 50, Bodakdev, Ahmedabad

Screening & Scoping

Details of the project as presented before the committee is tabulated below:

Sr. No. Particulars Details 1. Proposal is for New Project 2. Type of Project Residential Building Project 3. Project / Activity

No. [8(a) or 8(b)]

8 (a)

4. Name of the Residential building construction project by AMC

of 96


project 5. Name of

Developer Ahmedabad Municipal Corporation(AMC)

6. Estimated Project Cost (Rs. In Crores)

Rs . 45,96,81,900

7. Whether construction work has been initiated at site? If yes, details thereof

No.

8. Project Details Land / Plot Area (m2): 24,206.60 FSI area (m2): 30,596.35 Non FSI area (m2):--12,975.53 Total BUA (m2): 32,779.30

Permissible Proposed FSI Area, (m2) 43,571.88 30,596.35 Ground Coverage, (m2) - 8,368.56 Common Plot Area, (m2) 2,420.66 2,421.0 Max. building height, (m) - 16.44

9. Building Details No. of Buildings: 27 No. of Blocks: 27 Scope of buildings/blocks: Ground floor + 3 floors No. of Residential Units: 864 Details of amenities if any: Aanganwadi and Community

Center . 10. No. of expected

residents / users 864 units x 5 person = 4320

11. Water & waste water details during construction phase

Water requirement (KL/day): 27 Source of water: Tanker Waste water generation quantity (KL/day): 10.8 Mode of disposal: Septic tank to soak pit Details of reuse of water, if any: No

12. Water & waste water details during operation phase

Fresh water requirement (KL/day): 588.2 Source of water: AMC Water Supply Waste water generation quantity (KL/day): 466.56 Mode of disposal: Domestic wastewater will be disposed off

into AMC sewerage line. 13. Status of water

supply and drainage line

AMC water supply and AMC sewerage line

14. Solid waste Management

Construction Phase: Generation

(kg/day) Quantity to be reused (kg/day)

Mode of Disposal / Reuse

Top Soil 7.02 100 % reuse Remaining will be send to the nearest collection

Other excavated earth

23.4 80 % reuse

Construction 81.9 30% reuse

of 96


debris point of AMC Steel scrap 3.51 100% reuse Discarded packing materials

1.17 -

Operation Phase: Type of waste

Generation Quantity (Kg/day)

Mode of waste collection


Dry waste -Papers, cartons, thermocol, plastic, polythene bags, glasses etc. Wet waste -Waste vegetable and food

2,160

Organic waste and inorganic waste will be collected in different buckets.

The recyclable waste will be sold off to recyclers. The non recyclable solid waste to be generated will be transferred to the nearest collection point of AMC.

Details of segregation if to be done: collection of organic and

inorganic waste will be in different buckets and it will be subsequently collected by AMC

Capacity and no. of community bins to be placed within premises: No of Bins: 108; Volume of Bins: 80 Lit each

15. Parking Details Parking area requirement for residential units as per GDCR: 6,119.27 m2

Total number of CPS requirement for the project as per NBC : 432

Total Parking area provided (m2) & No. of ECS: 9,928.79 m² and 432 ECS

Parking area provided in basement (m2) & No. of ECS: No Parking area provided in hollow plinth (m2) & No. of ECS: No Parking area provided as open surface (m2) & No. of ECS:

8,272.79 & 360 nos. Parking area provided (at any other place-specify) (m2) & No.

of ECS: 1,656 sq.m of common plot shall use for parking additionally.

16. Traffic Management

Width of adjacent public roads: 18m Number of Entry & Exit provided on approach road/s: 3 Entry

& Exit Width of Entry & Exit provided on approach road/s: 7.5 m for

Entry & 7.5 m for Exit Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width for the plantation): 3

of 96


Width of all internal roads: 7.5. 17. Details of Green

Building measures proposed.

---

18. Energy Requirement, Source and Conservation

Power supply: Maximum demand: 1000 KW Connected load: - Source : Torrent Power Limited

Energy saving measures: The transformers and motors will be provided having minimum efficiency of 85%. Use of CFL or solar light in the common area. Use of light colors to reduce the light absorption and minimize the cooling requirement will be used for the walls and ceiling.

19. Fire and Life Safety Measures

-Fire extinguishers will be providing at each floor.

20. Details on staircase Type & no. of buildings

No. of floors

Floor area m2

No. of staircase

Width of the staircase

Travel distance (m)

1 to 27, G.F.+3 216.72 1 1.5 21.9

21. Rain Water Harvesting (RWH)

Level of the Ground water table: 10 m below ground level No. & dimensions of RWH tank(s) : 2no (16.5m x 6.0m x

12.0m & 15.55m x 6 m x 12m) No. and depth of percolations wells : 6 nos.

22. Green area details

Tree covered area (m2) : 365 Area covered by shrubs and bushes (m2): 257 Lawn covered area (m2): 836 Total Green Area (m2): 1,458.37 Green Area % of plot area: 6 % No. of trees and species to be planted: 365.

23.

Budgetary allocation for Environmental Management Plan (Rs. in lacs)

(Please specify the activities and break up of budget allocation) Total 20 lac Activity Cost Remark Solid waste collection

2 Door to door collection. Tax will be payable to AMC

Sewage collection and disposal in to sewerage line

3 Tax will be payable to AMC

Water supply 7 Tax will be payable to AMC

Green belt development

3lac Stage wise green belt area develop in 1458.37m2

Rain water harvesting

5 lac -

of 96


24. Proposed dust control measures during the construction phase

All the loose material either stacked or transport will be provided with suitable covering such as tarpaulin.

Water sprinkling.

25. Eco friendly building material usage details.

Use of Ready Mix Concrete (RMC)

During the meeting, considering that the proposed is an affordable housing scheme of 1 BHK type residential units, the committee felt that provision of parking space as per the NBC guideline should not be insisted in such project. The project proponent was asked not to use borewell water in any case for the proposed project. After detailed discussion, it was decided to recommend the project to SEIAA, Guajrat for grant of Environmental Clearance. 12. AMC (Residential

Building Project) F.P.No.224, T.P.S.No. 44, Chandkheda, Ahmedabad

Screening & Scoping


Sr. No. Particulars Details 1. Proposal is for New Project 2. Type of Project Residential Building Project 3. Project / Activity

No. [8(a) or 8(b)]

8 (a)

4. Name of the project

EWS-Residential building construction project by AMC

5. Name of Developer

Ahmedabad Municipal Corporation (AMC)


Rs . 40,10,70,000


No

8. Project Details Land / Plot Area (m2): 24,095.0 FSI area (m2): 28,368.17 Non FSI area (m2): -- Total BUA (m2): 30,389.42

Permissible Proposed FSI Area, (m2) 43,371 28,368.17 Ground Coverage, (m2) - 5,418 Common Plot Area, (m2) 2,409.5 2,472.80 Max. building height, (m) - 16.44

9. Building Details No. of Buildings: 25 No. of Blocks: 25 Scope of buildings/blocks: Ground floor + 3 floors

of 96


No. of Residential Units: 800 No. of Commercial Units: -- Details of amenities if any: Aanganwadi and Toilets.

10. No. of expected residents / users

800 units x 5 person = 4000


Water requirement (KL/day): 26 Source of water: Tanker Waste water generation quantity (KL/day): 14.4 Mode of disposal: AMC drainage line Details of reuse of water, if any: No


Fresh water requirement (KL/day): 545 Source of water: AMC Water Supply Waste water generation quantity (KL/day): 432 Mode of disposal: Domestic wastewater generation is

disposed off into AMC drainage line. 13. Status of water

supply and drainage line

AMC water supply and AMC drainage line



(kg/day) Quantity to be reused (kg/day)


Top Soil 7.10 100 % reuse Remaining will be send to the nearest collection point of AMC

Other excavated earth

28.8 80 % reuse

Construction debris

85.4 30% reuse

Steel scrap 4.0 100% reuse Discarded packing materials

1.3 -





Dry waste -Papers, cartons, thermocol, plastic, polythene bags, glasses etc. Wet waste -Waste vegetable

2000

Organic waste and inorganic waste will be collected in different buckets.

The recyclable waste will be sold off to recyclers. The non recyclable solid waste to be generated will be transferred to the nearest collection point of AMC.

of 96


and food Details of segregation if to be done: collection of organic and

inorganic waste will be in different buckets and it will be subsequently collected by AMC

Capacity and no. of community bins to be placed within premises: No of Bins: 100; Volume of Bins: 80 Lit each

15. Parking Details Total parking area requirement for the project as per GDCR: 5,673.63 m2

Parking area requirement for residential units as per GDCR: 5,673.63 m2


Number of CPS requirement for residential units as per NBC: 400

Total Parking area provided (m2) & No. of ECS: 9,201.25 & 400 no.


Width of adjacent public roads: 12 m & 30 m Number of Entry & Exit provided on approach road/s: total 5

gates will be provided Width of Entry & Exit provided on approach road/s: 7.5 m

Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 3

Width of all internal roads: 7.5. 17. Details of Green


---


Power supply: by Torrent Power Maximum demand: 1000 KW Connected load: 1200 KW Source: Torrent power

Energy saving measures: The transformers and motors will be provided having minimum efficiency of 85%. Use of CFL or solar light in the common area. Use of light colors to reduce the light absorption and minimize the cooling requirement will be used for the walls and ceiling.


-Fire extinguishers will be provided at each floor.


No. of floors

Floor area m2

No. of staircase


Travel distance (m)

EWS , 25 no G + 3 216.72 1 1.5 21.9

21. Rain Water Harvesting

Level of the Ground water table: 10 m below ground level

of 96


(RWH) No. & dimensions of RWH tank(s) : 2no (14.9m x 10.5m x 6.0m)

No. and depth of percolations wells : 6 nos Details on Pre-treatment facilities : No.


Tree covered area (m2) : 217 Area covered by shrubs and bushes (m2):200 Lawn covered area (m2): 1050 Total Green Area (m2): 1467.50 Green Area % of plot area: 6 % No. of trees and species to be planted: 365.

23.


(Please specify the activities and break up of budget allocation) Total 20 lac Activity Cost Remark Solid waste collection

2 Door to door collection. Tax will be payable to AMC

Sewage collection and disposal in to sewerage line

3 Tax will be payable to AMC

Water supply 7 Tax will be payable to AMC

Green belt development

4lac Stage wise green belt area develop in 1467.50m2

Rain water harvesting

4 lac -


All the loose material either stacked or transport will be provided with suitable covering such as tarpaulin.

Water sprinkling


Use of Ready Mix Concrete (RMC)

During the meeting, considering that the proposed is an affordable housing scheme of 1 BHK type residential units, the committee felt that provision of parking space as per the NBC guideline should not be insisted in such project. The project proponent was asked not to use borewell water in any case for the proposed project. After detailed discussion, it was decided to recommend the project to SEIAA, Guajrat for grant of Environmental Clearance. 13. Shrinand Villa &

Shrinand City (Mahadev Construction PVt. Ltd.)

S.No.561,601/1,601/2, F.P.No.27 + 66, Draft T.P.S.No.107,Ramol, Ahmedabad

Screening & Scoping


Sr. No.

Particulars Details

1. Proposal is for New Project

of 96


2. Type of Project Residential & Commercial 3. Project / Activity

No. [8(a) or 8(b)] 8 (a)

4. Name of the Project

Shrinand Villa & Shrinand City


M/s. Mahadev Construction Pvt. Ltd.


92 Crore


No construction work has been initiated at site.

8. Project Details Land / Plot Area (m2):- 18,817 FSI area (m2):- 36,284.4 Total BUA (m2):- 46,426.4

Permissible Proposed FSI Area (m2) 33,870.6 36,284.4 Ground Coverage (m2) 8,822.9 Common Plot Area (m2) 1,881.7 1,882.7

Max. Building Height (m) 45 24.9

9. Building Details No. of Buildings: 13 No. of Blocks:- 15 Scope of the buildings: 5 blocks- Ground Floor/H.P.+7 Floors, 3

blocks - Ground Floor + 2 Floors (Bungalows), 4 blocks - Ground Floor + 3 Floors (Bungalows), 2 blocks - Ground Floor + 1 Floor (Club House)

No. & Size of Residential Units: Total 196 Flats, 2 BHK :- 112 Flats – Size:- approx 60 m2 floor area, 3 BHK :- 84 Flats – Size:- approx. 90 m2 floor area. Total 106 Bungalows :-4 BHK :- 42 Bungalows – Size:- approx 110 m2 to 125 m2 floor area, 6 BHK :- 64 Bungalows – Size:- approx. 168 m2 floor area

No. & Type of Commercial Units:- Total 28 nos. of Commercial Shops Details of Amenities if any:- 2 Club Houses.


Fixed population considered for the project: 1594 Persons Floating population considered for the project: 1410 Persons


Water requirement (KL/day):- 20 Source of water:- Local water tanker suppliers Waste water generation quantity (KL/day):- 6 Mode of disposal:- Septic tank / Soak pit system Details of reuse of water, if any:- None


Fresh water requirement (KL/day):- 240 Source of water:- Ahmedabad Municipal Corporation Waste water generation quantity (KL/day): 185 Mode of disposal:- Waste water will be discharged through AMC

drainage system.

of 96


13. Status of water supply and drainage line

The existing water supply & drainage connection is adjacent to the project site. Water supply & drainage connection will be available to the project after getting the B.U. permission.

14. Solid Waste Management

Construction Phase: Generation Quantity

to be reused

Mode of Disposal/Reuse

Top Soil 4,500 m3 4,500 m3 Development of greenbelt.

Other Excavated Earth

13,500 m3 13,500 m3

Levelling low lying areas and development of green belt area at proposed site itself.

Construction Debris

665 m3 665 m3 Levelling roads, pavements, plot filling, plinth filling etc.

Steel Scrap 4.5 MT -- To be sold to scarp dealer

Discarded packing Materials/ Bags

1,40,000 Bags

-- To be sold to authorized vendor.





Dry waste Wet waste

776 kg/day 42 Nos. of bins of 80 litre capacity will be provided for collection of waste.

Will be regularly collected by AMC for disposal

Details of segregation if to be done: Not to be done Capacity and no. of community bins to be placed within premises:

Total 42 Nos. – each of 80 litre capacity

15. Parking Details Total parking area requirement for the project as per GDCR: 3,629.8 m2 (flats & shops) & 1 car parking for every bungalow/tenement


Parking area requirement for commercial units as per GDCR: 334.3 m2

Parking area requirement as per GDCR for (specify in case of any other): 1 car parking for every bungalow/tenement

Total number of CPS requirement for the project as per NBC: 327 CPS

Number of CPS requirement for residential units as per NBC: 196 CPS

Number of CPS requirement for commercial units as per NBC: 25 CPS

of 96


Number of CPS requirement as per NBC for (specify in case of any other):1 CPS for every tenement of 75 m2 built-up area i.e. 106 CPS

Total Parking area provided (m2) & No. of ECS: 6,620.1 m2 & 227 CPS (flats & shops) & 106 CPS (bungalows)

Parking area provided in basement (m2) & No. of ECS: 3,873.2 m2 & 121 CPS

Parking area provided in hollow plinth (m2) & No. of ECS: 1,761.8 m2

& 63 CPS Parking area provided as open surface (m2) & No. of ECS: 183.5 m2

& 8 CPS Parking area provided (at any other place-specify) (m2) & No. of

ECS: 801.6 m2 ( 50 % of total common plot area) & 35 CPS 1 CPS for every bungalow i.e. 106 CPS.


Width of adjacent public roads: 18 m wide road in North direction of the site

Number of Entry & Exit provided on approach road/s: Three entry/exit on 18 m wide road in North direction of the site

Width of Entry & Exit provided on approach road/s: 9 m (main entry/exit) &

5 m (other two entry/exit) Minimum width of open path all around the buildings for easy access

of fire tender (excluding the width for the plantation): 3 m Width of all internal roads: ranging from 7.5 m & 9 m

17. Details of Green Building measures proposed.

Use Fly ash paver blocks for pavements/walkways, most of the carpentry structures will be made up of processed engineering wood/ particle board instead of wood, solar lighting will be provided in common Sunlit areas , aluminum window frame & marble door frame instead of wood, PVC electrical boards will be provided, maximum use of Portland Pozzolona Cement (PPC) - contains high amount of fly ash, maximum use of Ready Mix Concrete (RMC), rainwater harvesting by recharging the ground water table with provision for 5 percolation wells.


Power supply: Maximum demand: During Construction: 50 kW During Operation: 1.9 MW Connected load: 1.9 MW

Source: M/s. Torrent Power Limited (TPL) Energy saving by Non-conventional Methods: Use of solar lighting in

common sunlit areas Energy saving measures: Maximum use of CFL lights Non

renewable energy conservation, solar lighting in common sunlit areas, use of variable frequency drive motors, maximum use of natural daylight as well as natural ventilation etc.

of 96



During operation phase: Fire extinguishers, fire hydrant system, hose reels, down comers in common areas, manual alarm system, sprinkler system in basement, two nos. of underground water tank each having 100 KL capacity, overhead tanks of capacity 20 KL on each building,

During the construction phase: All electrical fittings/equipments will meet the relevant IS standards, Personal Protective Equipments like earplugs, dust masks, safety shoes, helmets, hand gloves etc. will be provided to all workers, completely concealed copper wiring, “H” frame scaffolds & ladders made of mild steel, all workers will be trained to use welding shields and follow safer practice, provision related to first aid for the construction workers.

20. Details on staircase

Type & No. of Block

No. of Floors Floor Area No. of Staircase

Width of the Staircase

Travel Distance

A H.P. + 7 Floors

247.5 m2 1 1.6 m 15 m

B H.P. + 7 Floors

247.5 m2 1 1.6 m 15 m

C H.P. + 7 Floors

539.4 m2 2 1.5 m 17 m

D H.P. + 7 Floors

237.5 m2 1 1.6 m 15 m

E H.P. + 7 Floors

237.5 m2 1 1.6 m 15 m

F H.P. + 7 Floors

539.4 m2 2 1.5 m 17 m

Each individual bungalow will be provided with one staircase.


Level of the Ground water table: 100 m No. & dimensions of RWH tank(s) : --- No. and depth of percolations wells : 5 Nos., 37 m depth Details on Pre-treatment facilities : Before recharging rain water,

suitable arrangements of filtering, gratings at mouth of each drainpipe on terraces to trap leaves, debris and floating materials, filter media will be cleaned before every monsoon season, first rain separator will be provided to flush off first rains. During rainy season, the whole system (roof catchment, pipes, screens, first flush and filters) will be checked before and after each rain and preferably cleaned after every dry period exceeding a month.


Tree covered area (m2): 1,535 Area covered by shrubs and bushes (m2): 455 Lawn covered area (m2): 622 Total Green Area (m2): 2,612 Green Area % of plot area: 14 % No. of trees and species to be planted: 183 nos. species such as

Neem, Asopalav, Gulmohar, Karen, Jasud etc. will be preferred.

of 96


23. Dust control measures

Temporary windshield barriers, regular water sprinkling, tarpaulin sheet cover over materials during transportation, maximum use of RMC, uniform piling and proper storage of sand etc.

24. Eco friendly building materials

Maximum use of RMC, fly ash paver blocks, carpentry structures made up of processed engineering wood, maximum use of Portland Pozzolona Cement (PPC) etc.

25. Documents related to land possession

Village form no.7/12 shows ownership of the applicant and N.A order in the name of applicant for total six survey numbers including three survey numbers of the proposed project has been submitted.

During the meeting the project proponent was suggested to increase the parking area provision to which

the project proponent was agreed upon to provide mechanical parking in basement. After detailed

discussion it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental

Clearance.

14. Chiripal Industries Ltd. Plot No:777/B,780,747, 748,750, Vraj Integrated Textile Park Limited, N.H. No. 8, Village: Bidaj, Ta. Kheda, Dist. Kheda.

Screening & Scoping


M/s: Chiripal Industries Ltd. (herein after Project Proponent – PP) has submitted application vide their letter dated 24/12/2014.

Project status: New


This is a new unit proposes the manufacturing of following Synthetic Organic Chemicals.

Sr. No.

Name of Product Quantity MT/Month

1 Styrene Acrylic Printing Binder 100 2 Pure Acrylic Khadi Binder 50 3 Vam Acrylic Printing Binder 200 4 Styrene Acrylic Khadi Binder 50 5 Styrene Acrylic Flock Binder 100

The proposed production activity falls in the project/activity 5(f) as per the schedule of the EIA

Notificaiton-2006.

Total plot area is 9927 sq. m & unit has proposed 2000 sq. m area for green belt development. Expected

project cost is Rs.7.80 Crores. Total water consumption for proposed project will be 23 KL/D (4 :KL for

Domestic, 4 KL for Gardening & 15 KL for Industrial) which will be sourced from Vraj Integrated Textile

Park. Industrial waste water generation will be 0.1 KL/day, which will be treated in proposed Primary,

treatment plant and treated waste water will be evaporated to achieve zero discharge. Domestic waste

water (2.5 KL/day) will be disposed off into soak pit system. Flue gas generation will be from one Steam

Boiler (0.6 TPH and one D.G. sets. Natural gas will be used as fuel. Unit has proposed MDC followed by

Water scrubber as APCM. No process gas emission is envisaged.

Hazardous waste generated from the manufacturing activity will be ETP sludge, Discarded

of 96


containers/Bags/Liners and Used oil.

Observations/Discussions: The proposed site is located within the Vraj Integrated Textile Park Ltd. who was accorded Environmental

Clearance vide order no. SEIAA/GUJ/EC/1(d) 7(c) & 7(h)/63/2009 dated 25/05/2009 for establishing an

integrated Textile Park consisting of 36 units comprising of spinning, weaving, garmenting, sizing,

processing, yarn dyeing as well as a coal / lignite based CPP of 4.9 MW & a CETP. Committee noted

that the proposed activity for manufacturing of Synthetic Organic Chemicals i.e. Category 5(f) as per EIA

Notification 2006 does not fall in the activities mentioned in the said Environmental Clearance. Project

proponent argued that their location is outside the Vraj Integrated Textile Park Limited. However,

Committee noted that details submitted in Form-1 and details shown in their presentation reveals that the

proposed site is located within the Vraj Integrated Textile Park Limited. After deliberation, It was

unanimously decided to consider the project for TOR/Scoping only after submission of the following:

1. Demarcation of proposed plot on satellite image showing boundaries of Vraj Integrated Textile Park and M/s: Chiripal Industries Ltd.

2. Notarized legal undertaking regarding proposed site is located outside the Vraj Integrated Textile Park along with authentic documents.

15. Avkar Industries Plot oo.4,OSIYA Estate, Vill. Zak, Ta,: Dehgam, Dist.: Gandhinagar

Screening & Scoping


M/s: Avkar Industries (herein after Project Proponent – PP) has submitted application vide their letter dated 24/12/2014.

Project status: New


This is a new unit proposes the manufacturing of following items.

Sr. no.

Name of Product Quantity

1. Phenol Formaldehyde Resin 8 MT/Month

The location of the unit is outside the notified area. As per amendment to EIA Notification, 2006 vide SO

1599 (E) dated 25.06.2014, small units are categorized as Category “B” projects. Small units are defined

as with water consumption less than 25 M3/day; Fuel consumption less than 25 TPD; and not covered in

the category of MAH units as per the Management, Storage, Import of Hazardous Chemical Rules

(MSIHC Rules), 1989. During presentation, PP informed that water requirement is 0.5 KL/day. Fuel

requirement is 0.2 MT/day and Chemicals to be used are not covered in MAH category. Hence, this

project falls under Category B of project activity 5(f) as per the EIA Notification 2006.

Total plot area is 380.58 sq. m & unit has proposed 30 sq. m area for tree plantation. Expected project

cost is Rs.0.5 Crores. Total water requirement will be 0.5 KL/day and it will be met through private

tankers. Industrial waste water generation will be 0.2 KL/day. They have proposed primary treatment

plant followed by Evaporator for treatment of industrial effluent. Domestic waste water (0.4 KL/day) will be

disposed off through septic tank/soak pit system.It is proposed to install one small Boiler ( TPH). Wood-

of 96


0.2 MT/Month will be used as fuel in Boiler. Unit has proposed Cyclone dust collector as APCM. ETP

sludge, Used Oil & Discarded containers/drum/bags are the hazardous waste to be generated from the

proposed production.

Observations & Discussions: Technical presentation made during the meeting by project proponent. During meeting committee

suggested to provide Multi Cyclone Dust Collector as APCM with Boiler and Bio Coal as fuel in place of

wood. Looking to the small scale of the project and low pollution potential, after detailed deliberation, the

project was categorized as B2. The project proponent was asked not to use wood as a fuel in the Boiler.

After detailed discussion on various aspects, following additional information was sought from the project

proponent for appraisal of the project.

1. Land Possession Documents of the proposed site.

2. Project site specific details such as distance of the project site from the nearest (1) Village-Nearest residential area (2) Water Body: Creek / Nallah / Lake / Pond / Reservoir / Canal (3) National Highway (4) State Highway (5) Railway line (6) Heritage site (7) National Park / Wild Life Sanctuary (8) Aanganwadi/School/College/Institute etc. and likely impact on them due to the proposed project along with the mitigation measures proposed to minimize the likely impact. Give satellite image of 5 KM radius.

3. Legal Undertaking stating that unit is complying the three conditions [i.e. water consumption less than 25 M3/day; Fuel consumption less than 25 TPD; and not covered in the category of MAH units as per the Management, Storage, Import of Hazardous Chemical Rules (MSIHC Rules), 1989] as per the amendment to EIA Notification, 2006 vide SO 1599 (E) dated 25.06.2014.

4. Layout plan of the factory premises. Provision of separate entry & exit and adequate margin all round the periphery for unobstructed easy movement of the emergency vehicle / fire tenders without reversing back. Mark the same in the plant layout.

5. Proposed monthly production of each grade of resin and product wise monthly consumption of each raw material.

6. Manufacturing process along with chemical reactions, mass balance for each product.

7. Assessment of source of the water supply with adequacy of the same to meet with the requirements for the project. Copy of permission letter obtained from the CGWA or concern authority for drawl of raw water.

8. Water balance diagram (including reuse-recycle, if any) along with qualitative and quantitative analysis of each waste stream to be generated.

9. Plans for management and disposal of waste streams to be generated from spillage, leakages, vessel washing, used container washing etc. Measures proposed for preventing effluent discharge during unforeseen circumstances.

10. Details of the ETP including size of each unit, retention time, other technical parameters etc. and its adequacy and efficacy report. Treatment of phenol in the effluent, if any. Action plan for ‘Zero’ discharge of effluent shall be included.

11. Explore the possibility of reuse / recycle and other cleaner production options for reduction of wastes

of 96


and to conserve fresh water.

12. Details of provisions to be made for evaporation of industrial effluent. Technical details of effluent evaporation system including evaporation capacity, steam required for evaporation, adequacy of the boilers to supply steam for evaporation in addition to the steam required for the process etc. Techno-economical viability of the evaporation system.

13. Details of possibility of chemical seepage & consequent soil contamination & mitigation measure proposed for the same for the proposed project.

14. Specific details of (i) Details of the utilities required (ii) Type and quantity of fuel to be used for each utility (iii) Flue gas emission rate from each utility (iv) Air Pollution Control Measures proposed to each of the utility along with its adequacy (v) List the sources of fugitive emission along with its quantification and proposed measures to control it.

15. Specific details of fugitive emission from the unit along with its quantification and proposed measures to control it along with measures proposed to monitor VOC within work area. Details of ventilation system proposed in the work area. Measures proposed to keep the work area environment as per the norms of GFR.

16. Details of measures proposed for noise pollution abatement & its monitoring.

17. Details of management of the hazardous wastes to be generated from the project stating detail of storage area for each type of waste, its handling and its disposal. How the manual handling of the hazardous wastes will be minimized?

18. Methodology of de-contamination and disposal of discarded containers and its record keeping.

19. Measures proposed to be taken for the work area ambient air quality monitoring as per Gujarat Factories Rules.

20. A detailed EMP including the protection and mitigation measures for preventing impacts on human health and environment as well as detailed monitoring plan with respect to various parameters and responsible head for the environmental management cell and environmental management cell proposed for implementation and monitoring of EMP.

21. Detailed socio-economic development measures including community welfare program most useful in the project area for the overall improvement of the environment.

22. A detailed Green Belt Development Program including annual budget, types & number of trees to be planted, area under green belt development [with map]; along with commitment of the management to carry out the tree plantation activities outside the premises at appropriate places in the GIDC area and elsewhere.

23. Details of hazardous characteristics and toxicity of raw materials and products to be handled and the control measures proposed to ensure safety and avoid the human health impacts. This shall include the details of Antidotes also.

24. Details of quantity of each hazardous chemical to be stored, Material of Construction of major hazardous chemical storage tanks, threshold storage quantity as per schedules of the Manufacture, Storage & Import of Hazardous Chemicals Rules of major hazardous chemicals. How the manual handling of the hazardous chemicals will be minimized?

25. Details of the separate isolated storage area for chemicals. Details of fire extinguishers, flame proof electrical fittings, DCP extinguishers and other safety measures proposed.

of 96


26. Specific safety details / provisions for various hazardous chemicals and detailed fire control plan for flammable substances.

27. Details of possibilities of occupational health hazards from the proposed manufacturing activities and proposed measures to prevent them.

28. Detailed risk assessment report including prediction of the worst-case scenario and maximum credible accident scenario along with damage distances and preparedness plan to combat such situation and risk mitigation measures. Vulnerable zone demarcation.

29. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE, mfg utility staff for safety related measures.

30. A tabular chart with index for point-wise compliance of above details.

The project shall be appraised on satisfactory submission of the above. 16. Chiripal Poly Films Ltd. Plot no:15, Vraj Integrated Textile Park Ltd.,

Ta. & Dist. Kheda Screening & Scoping

Project / Activity No.: 5(e)

M/s: Chiripal Poly Films Limited (herein after Project Proponent – PP) has submitted application vide their letter dated 24/12/2014.

Project status: New


This is a new unit proposes the manufacturing of following item.

Sr. no.

Name of Product Quantity MT/DAY

1. Polyester Chips 300

The proposed production activity falls in the project/activity 5(e) as per the schedule of the EIA

Notificaiton-2006.

Total plot area is 13900 sq. m. Unit has proposed 3500 sq m area for the green belt development/ Tree

plantation. Expected project cost is Rs.120 Crores. Total water consumption for proposed project will be

335 KL/day which will be sourced from Vraj Integrated Textile Park. Industrial waste water generation will

be 150 KL/day, which will be treated in proposed effluent treatment plant followed by RO system. Treated

w/w will be partly reused in process & remaining will be used for gardening within premises. Domestic

waste water will be disposed off into soak pit system. Flue gas generation will be from three no.s oh TFH

(70 Lac Kcal/hr each). Lignite & Imported coal will be used as fuel. Unit has proposed ESP followed by

Wet scrubber as APCM. No process gas emission is envisaged. Hazardous waste generated from the

manufacturing activity will be ETP sludge, Discarded containers/Bags/Liners and Used oil.


The proposed site is located within the Vraj Integrated Textile Park Ltd. who was accorded Environmental

Clearance vide order no. SEIAA/GUJ/EC/1(d) 7(c) & 7(h)/63/2009 dated 25/05/2009 for establishing an

integrated Textile Park consisting of 36 units comprising of spinning, weaving, garmenting, sizing,

of 96


processing, yarn dyeing as well as a coal / lignite based CPP of 4.9 MW & a CETP. Committee noted

that the proposed activity for manufacturing of Polyester Chips i.e. Category 5(e) as per EIA Notification

2006 does not fall in the activities mentioned in the said Environmental Clearance. Committee was of the

view that such kind of chemical industries cannot be allowed in Vraj Integrated Textile Park. In view of

this, Committee decided to delist the proposal from the list of the applications for getting Environmental

Clearance pending with SEAC, Gujarat and to close the file.

17. RIO Colina S.No.788,816, Ghala, Kamrej, Surat Screening & Scoping

Details of the proposed project as presented before the committee is tabulated below:

Sr. No.

Particulars Details

1 Proposal is for [New Project / Expansion / Change in Scope]

2 Type of Project [Residential / Commercial / Township / Area Development / Any Other]

3 Project / Activity No. [8(a) or 8(b)]

8(a)

4 Name of the project

RIO COLINA

5 Name of Developer

M/S. MKB Corporation

6 Estimated Project Cost (Rs. In Crores)

15 Crores

7 Whether construction work has been initiated at site? If yes, details thereof

Only Boundary wall construction activity is started

8 Project Details Land / Plot Area (m2) : 1,75,717.0 FSI area (m2): 53,201.62 Non FSI area (m2): 1,36,085.17 Total BUA (m2): 57,295.78

Permissible Proposed FSI Area (m2) 1,89,286.17 53,201.62 Ground Coverage (m2)

63,095.39 27,004.28

Common Plot Area (m2)

17,690.24 17,690.24

Max. building height (m)

30 10.6

of 96


9 Building Details No. of Buildings : 342 Row Houses Scope of buildings/blocks : Ground floor+1 floor No. & size of Residential Units: 342 Row Houses Details of amenities if any: Amphitheatre, Play ground,

Community hall etc.

10 No. of expected residents / users

Approx 1710 people

11 Water & waste water details during construction phase

Water requirement (KL/day): 15.0 Source of water: Bore Well and Local Contractor Waste water generation quantity (KL/day): 4.0 Mode of disposal: Septic tank/ soak pit Details of reuse of water, if any: None

12 Water & waste water details during operation phase

Total water requirement (KL/day): 442.0 Fresh water requirement (KL/day): 256.50 Source of water: Bore Well and Local Contractor Waste water generation quantity (KL/day): 205.2 Mode of disposal: will be treated in the proposed onsite STP

and treated sewage will be reused In case of STP provision, capacity of STP: 300 KL/day STP Technology: Conventional Purposes for treated water utilization: Gardening, flushing,

car washing Quantity of treated water to be reused:

1.Gardening (KL/day): 70.0

2. Flushing (KL/day): 85.5

3. Car Washing (KL/day): 30.0 Provision of dual plumbing system (Yes/No): Yes Quantity and type (treated/untreated)of water to be

discharged: No treated water will be discharged out site the premises

Mode of disposal: No treated water will be discharged out site the premises.

13 Status of water supply and drainage line

Bore Well and Local Contra

14 Solid waste Management


(m3) Quantity to be reused (m3)


Top Soil

18,000 18,000

Will be used for greenbelt/ gardening

Other excavated

6,000 6,000 Will be used for ground

of 96


earth levelling.

Construction debris

1000 1000

Will be reused to prepare internal & nearby roads.

Steel scrap

34 34

Will be reused in the project activity

Discarded packing materials

None None




Mode of Disposal /Reuse

Dry waste

850

Adequate nos. of bins

Nearest municipal solid waste site

Wet waste

800

Adequate nos. of bins

Nearest municipal solid waste site

STP Sludge 20 As manure Details of segregation if to be done: No Capacity and no. of community bins to be placed within

premises: 342 nos. with capacity of 20 kg each Landfill site where waste will be ultimately disposed by local

authority: Nearby MSW landfill / dumping site

15 Parking Details Total parking area requirement for the project as per GDCR: 7,980.24 m2


Total number of CPS requirement for the project as per NBC : 342 CPS

Number of CPS requirement for residential units as per NBC: 342 CPS

Total Parking area provided (m2) & No. of ECS: 20,520.0 & 732 ECS

Parking area provided as open surface (m2) & No. of ECS: 20,520.0 & 732 ECS

of 96


16 Traffic Management

Width of adjacent public roads: 18 m Number of Entry & Exit provided on approach road/s: one

entry and one exit Width of Entry & Exit provided on approach road/s: 10.50 m Minimum width of open path all around the buildings for

easy access of fire tender (excluding the width for the plantation): 3 m

Width of all internal roads: 7.62 m, 9.0 m,10.50 m

17 Details of Green Building measures proposed.

Use of low energy consuming PL lamp in common areas, motion sensor lighting in basements and timer operated lighting in common passages, solar street lighting, external façade uses low emission glass for reduced heat loss & low air conditioning energy consumption, building design with ample openings to reduce need for artificial lighting.

18 Energy Requirement, Source and Conservation

Power supply: Maximum demand: 1200 KVA

Connected load: 1000 KVA

Source: DGVCL ( Dakshin Gujarat Vij Company Ltd) Energy saving by Non-conventional Methods: Use of low

energy consuming PL lamp in common areas, motion sensor lighting in basements and timer operated lighting in common passages, solar street lighting, external façade uses low emission glass for reduced heat loss & low air conditioning energy consumption building design with ample openings to reduce need for artificial lighting.

% of saving with calculations: Approx 10 % DG Sets:

No. and capacity of the DG sets: 3 Nos. × 250 KVA

Fuel & its quantity: Diesel 60 Lit/hr

19 Fire and Life Safety Measures

Fire hydrant system using electrical pumps, sprinkler system, fire sprinklers with water distributing piping system and water supply system, fire detectors like smoke detectors, hotter or MCP and alarm control panel, 2 fire water storage tanks of 500 KL

Details of the nearest fire station : Kapodara fire station at 20 km distance from the project site.

20 Details on staircase: Only Raw Houses will be constructed on the private land

21 Rain Water Harvesting (RWH)

Level of the Ground water table: 4.8 m to 9.6 m No. & dimensions of RWH tank(s) : 10 no. and 3x3x3 m No. and depth of percolations wells : 22 Nos. and 3 m deep Details on Pre-treatment facilities : Screening provided to

collect floating material

22 Green area details Tree covered area (m2) : 6,697.45 Area covered by shrubs and bushes (m2): 4,850.0 Lawn covered area (m2): 6,050.0 Total Green Area (m2): 17,597.45

of 96


Green Area % of plot area: 10 % No. of trees and species to be planted: 4000 trees will be

planted. Neem tree, Ashok tree, Mango tree, Cassia sp. Acacia ap. Gulmohar tree, Bauhinia sp. etc

23 Budgetary allocation for Environmental Management Plan (Rs. in lacs)

(Please specify the activities and break up of budget allocation)

Year No. of Plants Budget (Rs.)

1st 1000 2,00,000

2nd 1000 2,00,000

3rd 1000 2,00,000

4th 1000 2,00,000

Total 4000 8,00,000

24. Dust control measures

Water sprinkling on loose top soil, storing the construction material under covered structures, barricading the project site etc.

25. Eco friendly building materials

Fly ash bricks, lead free paints etc.

26. Facilities to be provided to the Construction labours

Full body harness to the workers working at height, safety net, PPEs like dust masks, earplug, helmet, safety belt etc. along with the basic amenities like rest rooms, wash rooms, drinking water facility etc.


N.A order for both the survey numbers in the name of land owners including the name of applicant. Copy of sale deed submitted shows the names of all the land owners as partners.

During the meeting, it was observed by the committee that the project site is being set up on the bank of river Tapi. The project proponent informed that pukka bunds have already been constructed by the concerned authority on the bank of river Tapi and the boundary wall of the proposed project will be beyond the bunds constructed. The project proponent was suggested to use drip irrigation system for green belt development within the premises. Further the project proponent was asked to use the ground water for the project only after obtaining permission from Central Ground Water Authority, at this the project proponent replied that they are not going to use ground water for the operational phase of the project and will use surface water only. While asking by the committee, the project proponent replied that they have not started any kind of construction activity at the project site. It was presented that there are 4 nos. of trees existing at the project site and none of them will be cut for the proposed construction. After details discussion, it was decided to consider the project only after submission of the following:

1. Exact source of water supply during the operational phase of the project and copy of permission / letter of intent from the concerned authority in this regard.

of 96


2. Location of STP on layout pln. Treated sewage management plan during the monsoon season when treated sewage utilization for greenbelt development is not possible.

3. Undertaking stating that in any case ground water shall not be used during the operation phase of the project. Existing borewell/s shall be either sealed or converted into the recharge well upon completion of the construction work.

18. Blue Pearl Residency R.S>No.82+83+116/3 & 82+83+116/1,O.P.No.98 & 99,F.P.No.98 & 99(Part-A),T.P.S.No.51 Dabholi, Surat

Screening & Scoping


Sr. No. Particulars Details 1. Proposal is for New Project 2. Type of Project Residential 3. Project / Activity

No. [8(a) or 8(b)] 8(a)


Blue Pearl Residency


Mr. Maheshbhai Sutariya


Rs. 25crores


No

8. Project Details Land / Plot Area (m2):5,941.28 FSI area (m2):13,274.66 Non FSI area (m2):11,725.14 Total BUA (m2):24,999.8 Permissible Proposed FSI Area (m2) 13,278.74 13,274.66 Ground Coverage (m2) 1,693.24 1,634.95 Common Plot Area (m2) 594.12 594.12 Max. building height (m) 65 m 43.95 m

9. Building Details No. of Buildings:3 No. of Blocks:3 Scope of buildings/blocks: 2 buildings – basement + hollow

plinth+12 floors. 1 building – basement + hollow plinth+1st floor parking + 2nd floor to 12th floor.

No.& size of Residential Units: 96 units No. & type of Commercial Units: Nil Details of amenities if any:Club house and jogging track


432

11. Water & waste water details during construction

Water requirement (KL/day):15 Source of water: water supply from Surat Municipal Corporation

(SMC) Waste water generation quantity (KL/day):2.1

of 96


phase Mode of disposal:Details of reuse of water, if any: SMC drain 12. Water & waste

water details during operation phase

Fresh water requirement (KL/day):66 Source of water: SMC water supply Waste water generation quantity (KL/day):48 Mode of disposal: disposed in to SMC drainage line.


Both drainage and water supply line are exist at site





Top Soil & Other excavated earth

9,000

9,000 Utilized for backfilling and greenbelt development within project site.

Construction debris

What so ever Will be reused for back filling and development of internal roads and pavements

Steel scrap 36 kg/day Nil Sold off to recyclers






Dry waste 119 Door to door collection system of SMC

Processing and disposal at Khajod disposal site

Wet waste 140

Details of segregation if to be done: Separate bins for dry and wet waste provided to each unit.

Capacity and no. of community bins to be placed within premises : 3 nos of bins having capacity of 35 kg each for dry waste and 45 kg for wet waste will be provided to each building.

Landfill site where waste will be ultimately disposed by local authority: Khajod disposal site



Total number of CPS requirement for the project as per NBC :96 Number of CPS requirement for residential units as per NBC: 96 Total Parking area provided (m2) & No. of ECS: 4,862.69 m²

of 96


and 161 ECS Parking area provided in basement (m2) & No. of ECS: 3,057 m2

and 96 ECS Parking area provided in hollow plinth (m2) & No. of ECS:

1,805.69 m2 and 65 ECS. 16. Traffic

Management Width of adjacent public roads:18 m TP road on two sides Number of Entry & Exit provided on approach road/s: Two gates

will be provided Width of Entry & Exit provided on approach road/s:7.5 m Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width for the plantation):4 m Width of all internal roads: 7.5 m


Aerated coke (Foam Type) in wash basins, kitchen, low flush water closets in toilet and pressure reducing valves in water pipeline. Rain water harvesting system and ground water recharge.


Power supply: Maximum demand:570 KW Connected load:600 KW

Source:Torrent Power Energy saving measures: Maximum utilization of natural light,

roof-top thermal insulation, CFL lighting fixtures in the common areas, appropriate design to shut out excess heat and gain loss, use of solar energy in external lighting (Landscape lighting), aerated block [cement + fly ash + air mixture] will be used to reduce heat stress inside building.

DG Sets: No. and capacity of the DG sets: 2 × 60 KVA Fuel & its quantity: diesel (10 Liter/h) Note : - D.G. Sets will be used in case of power failure or fire emergency


During operation phase: Fire extinguishers at each floor, hose reel at each floor, wet riser opening at each floor, manually operated electric fire alarm system, terrace water storage tank of 25 KL, underground fire water storage tank of 100 KL, smoke detectors etc.


No. of floors

Floor area No. of staircase


Travel distance (m)

B& C

12 359.22 m2 2 2.02 m Less than 15 m

A 12 443.34 m2 2 2.02 m Less than 15 m


Level of the Ground water table:16m No. & dimensions of RWH tank(s) :- No. and depth of percolations wells :2 Details on Pre-treatment facilities :only roof top rainwater

harvesting is proposed 22. Green area details Tree covered area (m2) :600

Area covered by shrubs and bushes (m2):200 Lawn covered area (m2):400

of 96


Total Green Area (m2):1,000 Green Area % of plot area:16.83% No. of trees and species to be planted:250

23.


Green belt development : 40 Lacs Drainage and rain water harvesting: 30 Lacs Solar and energy saving: 20 Lacs Total: 90Lacs


Loading & Transportation in covered Trucks, covered shed provided for cement unloading activity, temporarily wind screen around project site, sprinkling of water on roads and in vicinity of storage area.


Fly ash brick, aerated block, paving block, RMC (Ready Mix Concrete), lead free paints

26. Documents related to land possession.

Hak Patrak no.6 shows the non agricultural land of F.P.No. 98 & 99 in the name of the applicant.

During the meeting, the project proponent was asked to maximize the solar energy utilization. While asking by the committee, the project proponent replied that the highest flood level for the area recorded in the past was 10 ft and the first floor i.e after the hollow plinth will be at 3.56 m above the ground level. After detailed discussion, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance.

19. Rajgreen Amazia Club

Pvt. Ltd. Block No:60/1/P/1,O.P. No.57/1,F.P.No.57/1, T.P. S.No.31(Gaviar-Magdalla),Choryasi, Surat

Screening & Scoping


Sr. No. Particulars Details 1. Proposal is for New Project 2. Type of Project World class Hospitality & Recreation Facility

3. Project / Activity

No. [8(a) or 8(b)]

8(a)


Rajgreen Amazia


M/s Rajgreen Amezia Club Pvt. Ltd


Rs. 120 crores


No

of 96


8. Project Details Land / Plot Area (m2): 11,912 FSI area (m2): 26,727.83 Non FSI area (m2): 10,691.19 Total BUA (m2): 37,419.02 Permissible Proposed FSI Area(m2) 26,802.00 26,727.83 Ground Coverage(m2) 3,573.60 3,552.43 Common Plot Area(m2) 1,191.2 1,191.2 Max. building height(m2) 65 m 44.80 m

9. Building Details No. of Buildings: 2 No. of Blocks: 2 Scope of buildings/blocks: 1 building –basement + ground floor+11

floors, 1 building –basement + ground floor+10 floors. No. & type of Commercial Units: 348 guest rooms with general

utility of the resort 10. No. of expected

residents / users 2526


Water requirement (KL/day): 30 Source of water: Surat Municipal Corporation(SMC) Waste water generation quantity (KL/day):5.28. Mode of disposal: SMC drain Details of reuse of water, if any:---


Fresh water requirement (KL/day): 275 Source of water: SMC water supply Waste water generation quantity (KL/day):185 Mode of disposal: disposed in to SMC drainage line In case of STP provision, capacity of STP:-200 KL/day STP Technology:-FMR Purposes for treated water utilization:- Gardening only Quantity of treated water to be reused:1.Gardening (KL/day):-15 Provision of dual plumbing system (Yes/No): -No Quantity and type (treated/untreated)of water to be discharged:

185 KL/day treated sewage will be discharged in to SMC drain Mode of disposal: SMC drain


Both drainage and water supply line are exist at site





Top Soil & Other excavated earth

15,000 15,000 Utilized for backfilling and greenbelt development within project site

Construction debris

What so ever - If any then utilized within site only

Steel scrap 36 kg/day Nil Sold off to recyclers

of 96







Dry waste 405 kg/day Door to door collection system of SMC

Processing and disposal at Khajod disposal site

Wet waste 100 kg/day

Details of segregation if to be done: Separate bins for dry and wet waste will be provided. Capacity and no. of community bins to be placed within premises: 1 bin having capacity of 400 kg for dry waste and 100 kg for wet waste will be provided to the building. Landfill site where waste will be ultimately disposed by local authority: Khajod disposal site


Parking area requirement for Commercial units as per GDCR: 8,018.35 m2

Total number of CPS requirement for the project as per NBC : 292 Number of CPS requirement for commercial units as per NBC: 292 Total Parking area provided (m2) & No. of ECS :8,213.82 m² and

292 ECS Parking area provided in basement (m2) & No. of ECS: 4,541.82 m2

and 142 ECS Parking area provided as open surface (m2) & No. of ECS: 3,672

m2 and 160 ECS 16. Traffic

Management Width of adjacent public roads:18 m wide TP road on North side &

12 m wide T.P. road on South side Number of Entry & Exit provided on approach road/s:One Separate

entry and exit provided Width of Entry & Exit provided on approach road/s: 9 m Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width forthe plantation): 6 m Width of all internal roads: 9 m


Aerated coke (foam Type) in wash basins, kitchen, low flush water closets in toilet and pressure reducing valves in water pipeline, rain water harvesting and ground water recharge system


Power supply: Maximum demand:3000 KVA Connected load:3300 KVA

Source:DGVCL Energy saving measures: Maximum utilization of natural light, roof-

top thermal insulation, CFL lighting fixtures in the common areas, appropriate design to shut out excess heat and gain loss, use of solar energy in external lighting (Landscape lighting), aerated block [Cement + Fly Ash + Air mixture] will be used to reduce heat stress inside building.

of 96


DG Sets: No. and capacity of the DG sets:5 and 132 KVA Fuel & its quantity: diesel (10 Liter/h) Note : - D.G. Sets will be used in case of power failure or fire emergency




No. of floors

Floor area No. of staircase


Travel distance (m)

A 11 1023.93 m2 2 2.0 m <15

B 10 1617.57 m2 3 2.0 m <15


Level of the Ground water table: 16 m No. & dimensions of RWH tank(s) :- No. and depth of percolations wells : 3 nos. Details on Pre-treatment facilities :only roof top rainwater

harvesting is proposed 22. Green area

details Tree covered area (m2) : 1,200 Area covered by shrubs and bushes (m2): 400 Lawn covered area (m2): 800 Total Green Area (m2): 2,000 Green Area % of plot area:16.78% No. of trees and species to be planted:450

23.


Green belt development : Rs.40 Lacs Drainage and rain water harvesting: Rs. 50 Lacs Solar and energy saving: Rs. 40 Lacs Total: Rs. 130 Lacs


Loading & transportation in covered trucks, covered shed provided for cement unloading activity, temporary wind screen around project site, sprinkling of water on roads and in vicinity of storage area.


Fly ash brick, aerated block, paving block, RMC (Ready Mix Concrete), lead free paints


N.A. order in the name of Director-ABG Shipyard Ltd.

27. Details of the amenities to be provided to the construction labours.

Sanitation facilities, tap water & drinking water, domestic sewage disposal facility, first aid box, free medicine, doctor service, adequate PPEs etc.

of 96


During the meeting, it was presented that the project site is at a distance of 229 m from river Tapi. The committee was of the view that the distance of the project site from river Tapi should be verified through the concerned regional office of GPCB in order to check the applicability of CRZ Notification-2011 to the proposed project site. After detailed discussion it was decided to further appraise the project only after verification of the distance of the nearest boundary of the project site from HTL of river Tapi as well as after submission of the following:

1. Latitude & Longitude of the project site. Satellite imagery showing the exact aerial distance of the nearest boundary of the project site from river Tapi and applicability of CRZ Notification-2011 in this regard should be checked.

2. Copy of authenticated agreement made between the land owners and the developers for the proposed project.

3. Complete food waste management plan and composting facility to be provided. Location of the composting facility & STP on the layout plan of the project.

4. Details of automatic sprinkler system to be provided in the proposed club cum resort project.

5. Explore the possibility of increasing the parking area provision for the proposed project and revised details thereof with complete back up calculation.

20. SAMSARA II-Construction of residential apartments cum commercial complex

F.P.No.78, Chhani, Vadodara

Screening & Scoping


Sr. No.

Particulars Details

1 Proposal is for New Project 2 Type of Project Affordable housing with commercial units 3 Project/Activity

No. (8(a) or 8(b))

8(a) Building and Construction project

4 Name of the Project

Veda Samsara II

5 Name of Developer

Alembic Ltd.

6 Estimated Project Cost (Rs. in Crores)

Approx 250 Crores

7 Whether Construction work has been initiated at Site? If yes, details

No

of 96


thereof 8 Project Details Plot Area (m2): 30,928.0

Built up Area (m2): 92,142.46 FSI area (m2): 76,873.48

9 Building Details No. of Buildings: 16 (Residential) + 1 (Commercial ) No. Blocks: 16 (Residential) + 1 (Commercial ) Scope of buildings: 2 buildings – hollow plinth + 11 floors, 4

buildings – ground floor + 12 floors, 10 buildings – hollow plinth + 12 floors, 1 commercial building – 2 level basement + ground floor + 8 floors.

No. & size of residential units: 752 residential units No. & size of commercial units: 102 commercial units.

10 No. of expected Residents/Users

Residential - approx. 3052 occupants Commercial - approx. 720 users

11 Water and Waste Water details during Construction Phase

Water requirement (KL/day)– 73.5 Source of water – Vadodara Mahanagar Seva Sadan Waste water generation (KL/day)– 10.8 Mode of disposal – Underground drainage line of VMSS.

12 Water and Waste Water details during Operation Phase

Total water requirement (KL/day): 533.0 Fresh water requirement (KL/day): 458.0 Source of water: VMC Waste water generation quantity (KL/day): 366.0 (340 KL/day

from residential units + 26 KL/day from commercial units) Mode of disposal: Domestic waste water to be generated from

residential units will be treated in the proposed onsite STP and quantity of treated sewage remaining after its reuse for horticulture & miscellaneous washing purpose will be disposed off through u/g drainage system of Vadodara Mahanagar Seva Sadan.

In case of STP provision, capacity of STP: 350.0 STP Technology:

Purposes for treated water utilization: horticulture & miscellaneous washing purpose.

Quantity of treated water to be reused: horticulture & miscellaneous washing purpose (KL/day): 75.

Provision of dual plumbing system (Yes/No): No. Quantity and type (treated/untreated) of water to be discharged:

255.0 KL/day treated sewage from residential units and 26 KL/day of untreated sewage from commercial units will be discharged into the underground drainage line of VMSS.

Mode of disposal: Discharged in to u/g drainage of VMC 13 Status of Water

Supply and Drainage Line

Available at site.

14 Solid Waste Management

Construction Phase Generation Quantity Mode of Disposal/

of 96


(m3) to be reused (m3)

Reuse

Top Soil 1,000 1,000 Reuse in landscaping area

Excavated earth

43,850 43850 Will be reused for backfilling, development of internal road & other paved areas & remaining will be used for other projects in vicinity

Construction debris

- - Will be reused for backfilling, development of internal road & other paved areas & remaining will be handed over to VUDA/ VMC/ VMSS

Operation Phase Type of waste




Organic & Inorganic waste

1292 Door to door collection system of VMMSS

Disposal at sanitary waste landfill / disposal site

Capacity and no. of community bins to be placed within premises: 65 bins of 45 kg capacity.

Details of segregation if to be done: No. Landfill site where waste will be ultimately disposed by local

authority: Disposal at sanitary waste landfill / disposal site. 15 Parking Details Total parking area requirement for the project as per GDCR:

12,856.7 m2 Parking area requirement for residential units as per GDCR:

10,205.4 m2 Parking area requirement for commercial units as per GDCR:

2,651.34 m2 Total number of CPS requirement for the project as per NBC: 557

CPS Number of CPS requirement for residential units as per NBC: 398

CPS Number of CPS requirement for commercial units as per NBC:

159 CPS Total Parking area provided (m2) & No. of ECS: 18,169.6 m2 &

564 CPS Parking area provided in basement (m2) & No. of ECS: 2,827.15

m2 & 88 CPS

of 96


Parking area provided in hollow plinth (m2) & No. of ECS: 5,091.5 m2 & 182 CPS

Parking area provided as open surface (m2) & No. of ECS: 5,125 m2 & 223 CPS for residential and 1,656.0 m2 & 72 CPS for commercial units.

16 Traffic Management

Width of adjacent public roads:18 m wide TP road on North side & 35 m wide road on North-East side

Number of Entry & Exit provided on approach road/s:Total 4 gates will be provided (2 for commercial and 2 for residential units).

Width of Entry & Exit provided on approach road/s: 7.5 m. 17 Details of Green

Building Measures Proposed

Maximum use of natural lighting through architectural design, use of low water consuming fixtures with flow rates, use of energy efficient appliances, use of compact fluorescent lamps and low voltage lighting, use of energy efficient T5 tubes and PL lamps for interior lighting, timers shall be provided for corridors/ car park lighting etc.

18 Energy Requirement, Source and Conservation

Construction phase: Source: MGVCL Requirement: 40 kW

Operation Phase Source: MGVCL Requirement: Residential building- 3000 kvA Commercial building- 750 kW

Energy conservation measures: Light fixtures will be used with energy saving CFL & T5 fluorescent tube with electronic chokes. 10 % of street lights on solar, solar water heaters for the top floors, all utility panels and common area panel contain kWH energy meter for monitoring, all lift motor, domestic water pumps, fire fighting pumps will be energy efficient motors, external lighting to be controlled by astronomical timer switches etc.

DG Sets: No. and capacity of the DG sets:1 × 630 KVA Fuel & its quantity: diesel (126 Liter/h)

Note : - D.G. Sets will be used in case of power failure or fire Emergency.

19 Fire and Life Safety Measures

During Construction phase: Building and Other Construction Workers’ Act, 1996 will be implemented through construction contractor as part of his pre-qualification and contractual responsibility, contractor will submit monthly compliance plan of the Act to Alembic Ltd., full time, empowered safety supervisor on all shifts, a vehicle will be secured at all times for emergency evacuation, daily toolbox talks, PPE exhibition will be set up on site, PPE usage ensured through reward system, safety booklet in Gujarati will be issued to all workers, machine guarding, scaffolding safety, safety lanyard will be strictly adhered for building outside plaster/painting jobs

During Operation phase: Fire tanks –an overhead tank of 20 KL and underground fire water tank of 100 KL will be provided for each building, hydrant system, wet riser cum down comer for all buildings, external courtyard hydrant, pumping machinery –hydrant pumps, terrace booster and diesel pump – of adequate capacities, fire extinguisher – portable fire extinguishers ABC type

of 96


of 5kg. capacity, CO2 type extinguishers in electrical rooms. 20 Details of

Staircase Type of Block Staircase width

(m) No. of staircase

Block A & B 1.52 2 Block C to F 1.52 2 Block G to P 1.52 2 Commercial Block 1.52 1

21 Rain Water Harvesting

Rainwater Harvesting System – eight recharge pits connected to the storm water drain.

The water harvesting system will make use of the following collection surfaces: Roof top/terrace catchments, surface runoff catchments.

22 Green Area Details Greenbelt area of 9,471.53 sq.m. (30.6 %) will be developed.

23 Dust Control Measures

Water sprinkling, covered transportation, covered storage facility for construction material, peripheral barricading.

24 Budgetary Allocation for Environmental Management Plan (Rs. in Lacs)

Construction Phase Sr. No.

EMP Aspect

Approx. Cost in Lakhs

1 Barricades/dust barriers all round the site

5.5

2 Sprinkling of water 3.5 3 Labor Management - first aid

centre, safety measures, sanitation, amenities (through Construction Contractors)

30.0

4 Environmental Monitoring - Air, Water, Noise

1.0

Operation Phase Sr. No.

EMP Measures

Capital cost (in Lakhs)

Operation cost (in Lakhs/annum)

1 ETP 75 8.0 2 Greenbelt and

landscape 32.0 15.0

3 Storm Water Drain and Rainwater Harvesting

8.0 0.8

4 Energy conservation measures

40.0 4.0

5 Environmental Monitoring

- 2.0

6 Solid Waste Management

3.5 1.8

25 Details of Eco-friendly Building Material

Use of PPC throughout the project, use of fly ash upto 30 % in all vitrified/cemented materials (paver blocks, tiles, RCC gratings and precast material, etc.) as per MoEF Notification

of 96


on reuse of fly ash, lead free paints &enamels, RMC for all major castings etc.

26 Documents related to land possession.

Village form 7/12 shows the non agricultural land admeasuring 36,352 m2 of F.P. No.78 of T.P.S.No. 13 in the name of Alembic Ltd.

During the meeting, it was presented that NOC for fire fighting installation has been obtained. Traffic survey carried out on the nearby road shows that the Level Of Service (LOS) of the existing road will remain the same as “D” (i.e poor) in the proposed scenario also. T.P.Scheme map submitted by the project proponent reveals that the project site is covered under the final T.P.Scheme no. 13 of VUDA. The project proponent has also submitted a copy of letter from VMSS asking to pay stationary charges for laying down of water supply line. Out of the total 133 nos. of existing trees, 70 nos. of trees falling under the construction area will be cut. The project proponent was suggested to use treated sewage for flushing as well in addition to its reuse in horticulture & washing. Further they were suggested to increase the parking area provision. After detailed discussion it was decided to further appraise the project only after submission of the following:

1. Full size project plans showing plot area statement, floor wise& building wise built up area, FSI area, floor area table, basement area etc.

2. Details on floor area on each floor of all the residential & commercial buildings, provision of staircases in the buildings in way to ensure the provision of two staircases in the residential buildings having floor area more than 500 m2 on each floor and in commercial building.

3. Details of Sewage Treatment Plant with its capacity, size of each unit, retention time, measures proposed to avoid odour nuisance due to the STP in operation phase and STP sludge management plan.

4. Copy of permission obtained for cutting the trees existing within the premises. Also provide the break-up of the greenbelt viz. the tree covered and lawn covered area.

5. A layout plan showing the width of open peripheral margin provided for unobstructed movement of fire tender and width of internal roads.

6. Explore the possibility of increasing the parking area provision for the project and revised details on parking area provision with complete back up calculation. Explore the possibility of reusing the treated sewage for flushing purpose also by providing dual plumbing system.

21. Calibre Chemicals Pvt. Ltd.

Plots No.901,903,905,9 07,1002,1004 & 1006, GIDC Sarigam, Ta.: Umargam, Dist.:Valsad

Screening & Scoping


M/s: Calibre Chemicals Pvt. Ltd. (herein after Project Proponent – PP) has submitted application vide their letter dated 30/12/2014.



This is an existing unit engaged in manufacturing of in organic chemicals and now proposed to manufacture Synthetic Organic Chemicals as tabulated below:

Sr. Name of Finished products Quantity in MT/Month

of 96


No. Existing Proposed Total

Existing Products* 1. Potassium/ Sodium/ Ammonium

Bisulphate/ Persulphates 550 Nil 550

2. Potassium/ Sodium/ Calcium/ Lithium/ Magnesium/ Ferrous/ Barium/ Ammonium/ Copper Iodides, Iodated & Periodates/ Ethylene diamine dihydroiodide, Hydroiodic acid

250 Nil 250

3. Potassium/ Sodium/ Zinc/ Barium Bromides, Bromates

50 Nil 50

4. Sodium/ Magnesium/ Barium/Strontium/lithium Perchlorates

320 Nil 320

5. Perchloric Acid (60%, 70%) 30 Nil 30

6. Sodium/Zinc/Barium Selenites/Selenates/Selenium Oxides

50 Nil 50

7. Cobalt Carbonate/Sulphate/Chloride 50 Nil 50 Existing By-Products 1. Mixed Sulphate 120 Nil 120 2. Sodium Hypo chloride 20 Nil 20 3. Sodium Chloride 30 Nil 30 Proposed Products 1. Povidone Iodine

NIL 1000 1000

2. Triethanolamine HydroIodide 3 5,7,-Diiodo-8-Hydroxyquinoline 4. 5-Chloro,7-Iodo Hydroxyquinoline 5. Iodine Trichloride 6. Iodine Monochloride 7. Tetraiodoethylene Nil 300 300 8. Selenium Sulphide Nil 100 100 9. 1-Iodobutane

NIL 100 100

10. 2-Iodopropane 11. 4-Iodophenol 12. Iodobenzene Diacetate 13. Methyl Iodide 14. Diiodomethane 15. Ethyl Iodide 16. Iodotrimethylsilane 17. Magnesium Stearate 18. Calcium Stearate 19. Zinc Stearate 20. Trimethylsulfoxonium Iodide 21. Iodoform Nil 50 50 22. 1-Iodopropane

Nil 10 10 23. Iodobenzene 24. N-Iodosuccinimide

Proposed By Products** 25. Sodium Acetate Nil 285 285 26. Sodium Iodide (22.5% Sol) Nil 255 255 27. Hydrochloric Acid Nil 795 795 28. Aluminium Salt Nil 125 125 29 Sodium Sulphate Nil 40

30. Potassium Salt Nil 110 110

of 96


Total 1470 3170 4640 The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.

This is an existing unit and unit has obtained CC&A of the GPCB. Total plot area is 23840 sq. m. Unit has

proposed 3933 sq mtr area for the green belt development/ Tree plantation. Expected project cost is Rs.

4.5 Crores. Fresh water requirement after proposed expansion will be increased from 165 KL/day to 289

KL/day (23 KL Domestic, 251 KL Industrial & 15 KL Gardening) which will be sourced through GIDC

water supply. Wastewater generation after the expansion will be increased from 55 KL/day to 162 KL/day

[142 KL/day industrial + 20 KL/day domestic]. Industrial effluent will be treated in ETP [P+S+T] and sent

to CETP-Sarigam for further treatment. Domestic effluent will be disposed off into Septic tank/ soak pit

system and overflow of septic tank will be diverted to ETP. At present flue gas generation is from three

Boilers (Cap.: 0.4 TPH, 0.850 TPH and 2 TPH), two TFH (Cap. 1 Lac Kcal/Hr. & 2 Lac Kcal/hr, four GG

sets, one DG set and one HAG for Spray Dryer. Now unit has proposed one Boiler (cap. 2 TPH) and one

TFH (cap. 1 Lac K cal/hr.). Unit uses Natural gas as fuel. Consumption of natural gas will be increased

from 960 SCM/hr to 1100 SCM/hr. Consumption of HSD (75 lit./hr for DG set) will remain same.

Scrubbing system will be provided for process gaseous emission. Total Hazardous waste to be

generated from the manufacturing activity will be ETP sludge, Discarded containers/Bags/Liners, Process

waste and used oil.

Observations / Discussion:

Presentation made by the Project Proponent (PP) included the general information about the project,

Product & raw material, Utilities requirement, water balance diagram, Wastes Generation, Hazards &

Controls, Resource Consumption & Conservation, Risk Estimation, Site plan along with greenbelt area

etc. On asking about VOC emission, PP informed that they will recover solvents within premises and they

will also provide scrubbing system with solvent recovery system. Safety aspects of Chlorine, Acetone,

Chloroform, Methyl Iodide & other toxic chemicals was discussed and asked to provide online sensors at

strategic location for monitoring at work place. During the meeting, the project proponent requested for

categorizing the project as B2 and to exempt them from carrying out detailed EIA study which was not

considered by the committee. After detailed discussion, the following Terms of Reference were

prescribed for the EIA study to be done covering 5 Km radial distance from the boundary of the project

premises.

1. Need for the proposed expansion should be justified in detail.

2. Demarcation of proposed expansion activities in lay out of the existing premises.

3. Exact details about additional infrastructural facilities, plant machineries etc. required for the proposed expansion.

4. Technical details of all the plants along with details of manufacturing process / operations of each product. Details on strategy for the implementation of cleaner production activities.

5. Chemical name of each product and raw materials along with chemical reactions of unit processes. Detailed manufacturing process of each product along with chemical reactions and mass balance (including reuse-recycle, if any).

6. Assessment of source of the water supply with adequacy of the same to meet with the requirements

of 96


for the project expansion. Permission obtained for supply of increased quantity of raw water. Undertaking stating that no bore well shall be dug within the premises.

7. Water consumption and consumption of each raw material per MT of each product.

8. Water balance diagram (including reuse-recycle, if any) alongwith qualitative and quantitative analysis of the each waste stream to be generated. A detailed treat ability study vis-à-vis the adequacy and efficacy of the treatment facilities proposed for the wastewater to be generated. The characteristic on which treatability is based shall also be stated. Characteristics of untreated and treated wastewater.

9. Detailed effluent treatment scheme and disposal method. Technical details of the proposed ETP, including size of each unit, retention time etc. including modifications / up gradation to be done in existing ETP to take care of increased effluent quantity along with its adequacy report. Provision of flow totalizer and online pH meter & TOC meter at final outlet of the ETP.

10. A letter from CETP Sarigam regarding design capacity of the CETP, booked capacity, available spare capacity to accommodate additional effluent from the proposed project etc. along with the CETP performance data sheet for the past six months, status of compliance of the stipulated norms for treated effluent discharge, CETP up gradation plan if any etc.

11. Plan for management and disposal of waste streams to be generated from spillage, leakages, occasional reactor washing, and exhausted media from Scrubber etc.

12. Explore the possibility of reuse / recycle and other cleaner production options for reduction of wastes. Details of methods to be adopted for the water conservation.

13. One season Site-specific micro-meteorological data using temperature, relative humidity, hourly wind speed and direction and rainfall should be incorporated.

14. Anticipated environmental impacts due to the proposed project/production may be evaluated for significance and based on corresponding likely impacts VECs (Valued Environmental Components) may be identified. Baseline studies may be conducted within the study area of 5 km for all the concerned/identified VECs and likely impacts will have to be assessed for their magnitude in order to identify mitigation measures.

15. One complete season base line ambient air quality data (except monsoon) to be given along with the dates of monitoring. The parameters to be covered shall be in accordance with the revised National Ambient Air Quality Standards as well as project specific parameters. Locations of the monitoring stations should be so decided so as to take into consideration the pre-dominant downwind direction, population zone and sensitive receptors. There should be at least one monitoring station in the upwind direction. There should be at least one monitoring station in the pre dominant downwind direction at a location where maximum ground level concentration is likely to occur.

16. Modelling indicating the likely impact on ambient air quality due to proposed activities. The details of model used and input parameters used for modelling should be provided. The air quality contours may be shown on location map clearly indicating the location of sensitive receptors, if any, and the habitation. The wind rose showing pre-dominant wind direction should also be indicated on the map. Impact due to vehicular movement shall also be included into the prediction using suitable model. Results of Air dispersion modelling should be superimposed on google map / geographical area map.

17. Base line status of the noise environment, impact of noise on present environment due to the project and proposed measures for noise reduction including engineering controls.

of 96


18. Specific details of (i) Process gas emission from each unit process with its quantification, (ii) Air pollution Control Measures proposed for process gas emission, (iii) Adequacy of the air pollution control measures for process gas emission measures to achieve the GPCB norms (iv) Details of the utilities required (v) Type and quantity of fuel to be used for each utility (vi) Flue gas emission rate emission from each utility (vii) Air Pollution Control Measures proposed to each of the utility along with its adequacy (viii) List the sources of fugitive emission along with its quantification and proposed measures to control it. (All the details and impact regarding Steam obtained from Sister concern unit should be incorporated).

19. Details of solvent recovery system including mass balance, solvent loss, recovery efficiency etc. for each type of solvent.

20. Details on management of the by-products and spent acid to be generated along with copies of MOU / agreements done with actual consumers regarding utilization of byproducts & spent acids shall be incorporated.

21. Details of management of the hazardous wastes to be generated from the project stating detail of storage area for each type of waste, its handling, its utilization and disposal etc. How the manual handling of the hazardous wastes will be minimized.

22. Methodology of de-contamination and disposal of discarded containers and its record keeping.

23. Membership of Common Environmental Infrastructure including the TSDF / Common Hazardous Waste Incineration facility along with an assessment to accommodate the additional quantity of wastes to be generated.

24. Data on air emissions, wastewater generation and solid / hazardous waste generation and management for the existing plant should also be incorporated.

25. Details of measures proposed for the noise pollution abatement and its monitoring.

26. A detailed EMP including the protection and mitigation measures for impact on human health and environment as well as detailed monitoring plan and environmental management cell proposed for implementation and monitoring of EMP. The EMP should also include the concept of waste-minimisation, recycle/reuse/recover techniques, energy conservation, and natural resource conservation. Total capital cost and recurring cost/annum earmarked for environment pollution control measures.

27. Occupational health impacts on the workers and mitigation measures proposed to avoid the human health hazards along with the personal protective equipment to be provided to the workers. Provision of industrial hygienist and monitoring of the occupational injury to workers as well as impact on the workers. Plan for periodic medical check up of the workers exposed. Details of work place ambient air quality monitoring plan as per Gujarat Factories Rules.

28. Details of hazardous characteristics and toxicity of raw materials and products to be handled and the control measures proposed to ensure safety and avoid the human health impact.

29. Details of quantity of each hazardous chemical to be stored, material of construction of major hazardous chemical storage tanks, threshold storage quantity as per schedules of Manufacture, Storage & Import of Hazardous Chemicals Rules of major hazardous chemicals.

30. Risk assessment including prediction of the worst-case scenario and maximum credible accident scenarios should be carried out. The worst-case scenario should take into account the maximum inventory of storage at site at any point of time. The risk contours should be plotted on the map

of 96


clearly showing which of the facilities and surrounding units would be affected in case of an accident taking place. Based on the same, proposed safeguard measures including On-Site / Off-Site Emergency Plan should be provided.

31. Permission from PESO, Nagpur for storage of solvents, other toxic chemicals, if any.

32. Details of fire fighting system including provision for flame detectors, temperature actuated heat detectors with alarms, automatic sprinkler system, location of fire water tanks & capacity, separate power system for fire fighting, details of qualified and trained fire personnel & their job specifications, nearest fire station & time required to reach the proposed site. Submit line diagram of the fire hydrant network.

33. Detailed five year greenbelt development program including annual budget, types & number of trees to be planted, area under green belt development [with map], budgetary outlay; along with commitment of the management to carry out the tree plantation activities outside the premises at appropriate places in the nearby areas and elsewhere.

34. Proposal for socio-economic development activities including community welfare program most useful in the project area for the overall improvement of the environment.

35. Copies of Consent to Establish, Consent to Operate orders obtained in past along with point wise compliance status of all the conditions stipulated therein.

36. Copy of Environmental Clearance obtained for the existing project and a certified report of the status of compliance of the conditions stipulated in the environmental clearance for the existing operation of the project by the Regional Office of the MoEF.

37. Records of any legal breach of Environmental laws i.e. details of show- cause notices, closure notices etc. served by the GPCB to the existing unit in last five years and actions taken then after for prevention of pollution.

38. Details of fatal / non-fatal accidents, loss of life or man hours, if any, occurred in the existing unit in last three years and measures proposed to be taken for avoiding reoccurrence of such accidents in future.

39. (a) Does the company have a well laid down Environment Policy approved by its Board of Directors? If so, it may be detailed in the EIA report.(b) Does the Environment Policy prescribe for standard operating process / procedures to bring into focus any infringement / deviation / violation of the environmental or forest norms / conditions ? If so, it may be detailed in the EIA.

40. What is the hierarchical system or administrative order of the company to deal with the environmental issues and for ensuring compliance with the EC conditions. Details of this system may be given.

41. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE, manufacturing utility staff for safety related measures.

42. Does the company have a system of reporting of non compliances / violations of environmental norms to the Board of Directors of the company and / or shareholders or stakeholders at large? This reporting mechanism should be detailed in the EIA Report.

43. Certificate of accreditation issued by the NABET, QCI to the environmental consultant should be incorporated in the EIA Report.

The above mentioned project specific TORs/additional TORs and the model TORs available in the

MoEF’s sector specific EIA Manual for synthetic organic chemical industry shall be considered as generic

of 96


TORs for preparation of the EIA report in addition to all the relevant information as per the generic

structure of EIA given in Appendix III in the EIA Notification, 2006. The project shall be appraised on

receipt of the EIA/EMP report.

22. Levin Décor LLP. S.No.416/1 P-3,Poglu-Pil udra Crossing, NH.No.8 At Poglu, Ta.: Prantij, Dist.:Sabarkantha

Screening & Scoping


M/s: Levin Décor LLP (herein after Project Proponent – PP) has submitted application vide their letter dated 03/12/2014.

Project status: New



Sr. no.

Name of Product Quantity (MT/Month)

1 Phenol Formaldehyde Resin 300 MT/M 2 Melamine Formaldehyde Resin 150 MT/M

3 Phenol Urea Formaldehyde Resin 100 MT/M

The proposed production activity falls in the project/activity 5(f) as per the schedule of the EIA

Notificaiton-2006.

The location of the unit is outside the notified area. As per amendment to EIA Notification, 2006 vide SO

1599 (E) dated 25.06.2014, small units are categorized as Category “B” projects. Small units are defined

as with water consumption less than 25 M3/day; Fuel consumption less than 25 TPD; and not covered in

the category of MAH units as per the Management, Storage, Import of Hazardous Chemical Rules

(MSIHC Rules), 1989. During presentation, PP informed that water requirement is 21.7 KL/day. Fuel

requirement is 11.1 MT/day and Chemicals to be used are not covered in MAH category. Hence, this

project falls under Category B of project activity 5(f) as per the EIA Notification 2006.

Total cost of the project will be Rs. 1 Crores and the plot admeasuring 12192 sq. m has been acquired for

the proposed project. Unit has proposed 4519 sq. m area for green belt development. Total water

requirement will be 21.7 KL/day and it will be met through Bore well. Waste water generation will be 6.98

KL/day (Washing, Process & Utilities). They have proposed primary treatment plant followed by

Evaporator for treatment of industrial effluent. Domestic waste water (4.2 KL/day) will be disposed off

through septic tank/soak pit system. It is proposed to install one steam Boiler (3 TPH) & one TFH (10 Lac

Kcal/hr). Bio Coal/Agro waste 11.1 MT/Month will be used as fuel in Boiler. Unit has proposed Bag filter

as APCM. ETP sludge, Used Oil & Discarded containers/drum/bags are the hazardous waste to be

generated from the proposed production.

Observations & Discussions: Presentation made by the proponent included the general information about the project, plant layout, raw

material & resource consumption, manufacturing process, water balance diagram & waste water

treatment scheme, hazardous waste generation and its disposal etc. On asking about edge cutting waste,

PP could not reply satisfactorily which was viewed seriously by the committee and asked to clarify about

of 96


the source of edge cutting waste to be generated, its quantity and characteristics. The project proponent

requested for categorizing the project as B2 and to exempt them from carrying out detailed EIA study.

Looking to the small scale of the project, technical aspects of the project, low pollution potential and the

details presented during the meeting, after detailed elaboration, request was considered & the project

was categorized as B2 category project. Following additional information was sought for appraisal of the

project.

1. Land Possession Documents of the proposed site. 2. Project site specific details such as distance of the project site from the nearest (1) Village-

Nearest residential area (2) Water Body: Creek / Nallah / Lake / Pond / Reservoir / Canal (3) National Highway (4) State Highway (5) Railway line (6) Heritage site (7) National Park / Wild Life Sanctuary (8) Aanganwadi/School/College/Institute etc. and likely impact on them due to the proposed project along with the mitigation measures proposed to minimize the likely impact. Give satellite image of 5 KM radius.




6. Manufacturing process along with chemical reactions, mass balance for each product. 7. Assessment of source of the water supply with adequacy of the same to meet with the

requirements for the project. Copy of permission letter obtained from the CGWA or concern authority for drawl of raw water.




11. Explore the possibility of reuse / recycle and other cleaner production options for reduction of wastes and to conserve fresh water.

12. Details of provisions to be made for evaporation of industrial effluent. Technical details of effluent evaporation system including evaporation capacity, steam required for evaporation, adequacy of the boilers to supply steam for evaporation in addition to the steam required for the process etc. Techno-economical viability of the evaporation system.



of 96



16. Details of measures proposed for noise pollution abatement & its monitoring. 17. Details of management of the hazardous wastes to be generated from the project stating detail of

storage area for each type of waste, its handling and its disposal. How the manual handling of the hazardous wastes will be minimized?

18. Give clarification about the generation of edge cutting waste (100 MT/Year) to be generated, its quantity, characteristics and disposal method.

19. Methodology of de-contamination and disposal of discarded containers and its record keeping. 20. Measures proposed to be taken for the work area ambient air quality monitoring as per Gujarat

Factories Rules. 21. A detailed EMP including the protection and mitigation measures for preventing impacts on

human health and environment as well as detailed monitoring plan with respect to various parameters and responsible head for the environmental management cell and environmental management cell proposed for implementation and monitoring of EMP.








29. Detailed risk assessment report including prediction of the worst-case scenario and maximum credible accident scenario along with damage distances and preparedness plan to combat such situation and risk mitigation measures. Vulnerable zone demarcation.

30. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE, mfg utility staff for safety related measures.

31. A tabular chart with index for point-wise compliance of above details. The project shall be appraised on satisfactory submission of the above. 23. Viswaat Chemicals Ltd. Plot no. D-3/10, GIDC-Dahej, Ta.: Vagra,

Dist.: Bharuch Screening & Scoping


of 96


M/s: Viswaat Chmicals Ltd. (herein after Project Proponent – PP) has submitted application vide

their letter dated 30/12/2014.

Project status: New


This is a new unit proposes the manufacturing of Synthetic Organic Chemicals as tabulated below:

Sr.

No.

Name of Products Production Capacity

(MT/Month)

1. Ethylene Oxide /Propylene Oxide based Surfactants & Specialty Products

4000

2. Sulphonated Products (Textile, Leather Chemicals)

1000

3. Esters 1000

4. TrisHydroxy Ethyl IsoCyanurate (THEIC) and Derivatives.

650

5. Distilled Products ( Phenoxy Ethanol, Ethers, Specialty Amines and its homologue)

650

6. Polymerisation Products (Leather, Textile, Construction Chemicals, Paints emulsions, Fibre

Glass industry Applications)

1000

7. Formulated Products (Leather, Process Chemicals, Construction Chemicals specialty

Amines, Glycols)

1500

Total 9800 (MT/Month)

The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.

Total plot area is 42284 sq. m & unit has proposed 14719 sq. m area for green belt development. Total

cost of the project is Rs.100 Crores.Total water consumption for proposed project will be 300 KL/D (5 KL

for Domestic, 15 KL/day for Gardening & 280 KL for Industrial) which will be sourced from GIDC water

supply. Industrial waste water generation (45 KL/day) will be treated in proposed Primary, Secondary &

Tertiary treatment plant and treated waste water will be discharged into GIDC underground drainage.

Domestic waste water (5 KL/day) will be disposed off into soak pit system. Unit has proposed two Boilers

(6 TPH each), one TFH (10 Lac Kcal/hr) and two DG sets (500 KVA each). Unit has proposed Furnace

Oil (560 MT/Month) or PNG (670 SCM/day) or Briquettes 1600 MT/Month) or Coal 1000 MT/Month) for

Boilers. LDO (60 MT/Month) will be used as fuel for TFH. Diesel (0.33 KL/day) will be used as fuel for DG

sets. Unit has proposed ESP for Boilers as APCM. Process gases (HCL, VOCs etc.) will be emitted from

different reactors viz. Ethoxylation/Propoxylation Reactor, Chloro Sulphonation Reactors, Esterification

Reactor, Polymerisation Reactor, Distillation unit/Condensor Vents & THEIC (2-Tris Hydroxy Ethyl Iso

Cynurate).Unit has proposed Alkali Scrubber & water scrubbers as APCM. Various steps viz. (1) Proper

of 96


storage and handling of Raw materials (2) Closed reactor system (3) Regular monitoring of piping &

fittings for checking of any leakages (4) Good house keeping. Hazardous waste generated from the

manufacturing activity will be ETP sludge (25 MT/Month), Distillation Residue (25 MT/Month), Dilute HCL

(5 MT/Month), Process Waste (0.5 MT/Month), Discarded containers (10000 no.s/Month), Discarded

Drums (10000 no.s/Month), Discarded plastic bags (10000 no.s/Month) and Used oil (1 KL/Month).

Observations/Discussion: Technical presentation made during the meeting by project proponent. On asking about storage and

handling of Ethylene Oxide, project proponent has informed that they have manufacturing unit in

Maharashtra and assured that storage and mode of transport of chemicals will be done as per detailed

MSDS and chemicals Hazard Guidelines for the hazardous chemicals. Committee asked to submit list of

all the products showing production capacity of each of the products / group of the similar products,

instead combined capacity for all products. Committee also asked to propose specific type of fuel instead

of proposing multi options for Boilers. After detailed discussion, the following additional Terms of

Reference were prescribed for the EIA study to be done covering 10 Km radial distance from the project

boundary.

1. Copy of plot holding certificate obtained from GIDC Dahej.

2. Present land use pattern of the study area shall be given based on satellite imagery.


4. Revised list of products showing production capacity of each of the products / group of the similar products, instead of combined capacity for all products.

5. Technical details of the plant/s along with details on best available technologies, proposed technology and reasons for selecting the same.

6. Details of manufacturing process / operations of each product along with chemical reactions, mass balance, consumption of raw materials etc. Details on strategy for the implementation of cleaner production activities.

7. Chemical name of each proposed product to be manufactured. Details on end use of each product.

8. Detailed mass balance and water balance (including reuse-recycle, if any) along with qualitative and quantitative analysis of the each waste stream from the processes.

9. Assessment of source of the water supply with adequacy of the same to meet with the requirements for the project. Permission obtained from the GIDC for supply of raw water. Undertaking stating that no bore well shall be dug within the premises.


11. Qualitative and quantitative analysis of waste water to be generated from the manufacturing process of each product to be manufactured along with mass balance.

12. Segregation of waste streams and details on specific treatment and disposal of each stream.

13. Submit action plan for minimization of waste water discharge by maximum reuse/ recycle of

of 96


treated waste water.

14. Details of ETP including dimensions of each unit along with schematic flow diagram. Inlet, transitional and treated effluent qualities with specific efficiency of each treatment unit in reduction in respect of all concerned/regulated environmental parameters. Inlet effluent quality should be based on worst case scenario considering production of most polluting products that can be manufactured in the plant concurrently.

15. Copy of permission letter with quantity from the authority of GIDC drainage network, Dahej regarding confirmation for spare capacity available to take additional effluent load in GIDC drainage.

16. Proposal to provide and maintain separate electric meter, operational logbook for effluent treatment systems, online meters for monitoring of flow, pH, TOC/COD, etc. of effluent discharge.

17. Application wise break-up of effluent quantity to be recycled / reused in various applications like sprinkling for dust control and green belt development etc. In case of land application, details on availability of sufficient open land for utilizing effluent for plantation / gardening. How it will be ensured that treated effluent won't flow outside the premises linked with storm water during high rainy days.

18. Economical and technical viability of the effluent treatment system.

19. Plans for management, collection and disposal of waste streams to be generated from spillage, leakages, vessel washing, used container washing etc. Measures proposed for preventing effluent discharge during unforeseen circumstances.

20. Undertaking stating that a separate electric meter will be provided for the ETP.

21. One season Site-specific micro-meteorological data using temperature, relative humidity, hourly wind speed and direction and rainfall should be incorporated.

22. Anticipated environmental impacts due to the proposed project/production may be evaluated for significance and based on corresponding likely impacts VECs (Valued Environmental Components) may be identified. Baseline studies may be conducted within the study area of 10 km for all the concerned/identified VECs and likely impacts will have to be assessed for their magnitude in order to identify mitigation measures.

23. One complete season base line ambient air quality data (except monsoon) to be given along with the dates of monitoring. The parameters to be covered shall be in accordance with the revised National Ambient Air Quality Standards as well as project specific parameters like NH3, HCl etc. Locations of the monitoring stations should be so decided so as to take into consideration the pre-dominant downwind direction, population zone and sensitive receptors. There should be at least one monitoring station in the upwind direction. There should be at least one monitoring station in the pre dominant downwind direction at a location where maximum ground level concentration is likely to occur.

24. Modeling indicating the likely impact on ambient air quality due to proposed activities. The details of model used and input parameters used for modeling should be provided. The air quality contours may be shown on location map clearly indicating the location of sensitive receptors, if any, and the habitation. The wind rose showing pre-dominant wind direction should also be indicated on the map. Impact due to vehicular movement shall also be included into the prediction using suitable model. Results of Air dispersion modeling should be superimposed on google map

of 96


/ geographical area map.


26. Specific details of (i) Process gas emission from each unit process with its quantification, (ii) Air pollution Control Measures proposed for process gas emission, (iii) Adequacy of the air pollution control measures for process gas emission, measures to achieve the GPCB norms (iv) Details of the utilities required.

27. A confirmed coal linkage along with the supportive documents of long term supply of coal for the project requirements should be provided.

28. Plan for compliance to coal handling guidelines of the GPCB. Detailed plan for prevention and control of fugitive emission / dusting at each and every stage of coal handling including unloading / loading, transportation, stacking/storage/conveyance/ transfer within the plant along with detailed specifications & schematic diagram of water sprinkler system arrangement.

29. Specific details on (i) Type, quantity and quality (CV, Sulphur content, Ash content, etc,) of coal to be used (iii) Flue gas emission details (iv) Air pollution Control Measures along with its adequacy to achieve the GPCB Norms. (v) List the sources of fugitive emission from the unit along with its quantification and proposed measures to control it.

30. Technical details of ESP along with its adequacy, details of its operational controls with DCS, system for online monitoring of the pollutants from the stack etc. Details of provisions to be kept in ESP to ensure that in any case the air emission does not cross the GPCB norms including provision of standby field in the ESP, preventive maintenance, failure / tripping control system, guarantee from the ESP supplier, alternative arrangements in case of the failure / tripping of the ESP etc.

31. Fly ash management plan and copies of MOU / agreements done with actual consumers regarding utilization of fly ash & bottom ash etc. should also be incorporated.

32. Details on management of the hazardous wastes be generated from the project stating detail of storage area for each type of waste, its handling, its utilization and disposal etc. How the manual handling of the hazardous wastes will be minimized. Methodology of de-contamination and disposal of discarded containers and its record keeping.

33. Membership of Common Environmental Infrastructure including the TSDF / Common Incineration Facility, if any.

34. Complete management plan of the by-products & spent acids which are recyclable / reusable within the premises and all the relevant details of by-products & spent acids which are not recyclable / reusable within the premises.

35. Name and address of end consumers to whom any hazardous waste / by-product will be sold. Copies of agreement / MoU / letter of intent from them, showing their willingness to purchase said waste / by-product from the proposed project.

36. Name and quantity of each type of solvents to be used for proposed production. Details of solvent recovery system including mass balance, solvent loss, recovery efficiency feasibility of reusing the recovered solvents etc. for each type of solvent.

37. A detailed EMP including the protection and mitigation measures for impact on human health and environment as well as detailed monitoring plan and environmental management cell proposed for

of 96


implementation and monitoring of EMP. The EMP should also include the concept of waste-minimization, recycle/reuse/recover techniques, energy conservation, and natural resource conservation. Total capital cost and recurring cost/annum earmarked for environment pollution control measures.

38. Permission from PESO, Nagpur for storage of solvents, other toxic chemicals, if any.

39. Occupational health impacts on the workers and mitigation measures proposed to avoid the human health hazards along with the personal protective equipment to be provided. Provision of industrial hygienist and monitoring of the occupational injury to workers as well as impact on the workers. Plan for periodic medical checkup of the workers exposed. Details of work place ambient air quality monitoring plan as per Gujarat Factories Rules.

40. Details on volatile organic compounds (VOCs) from the plant operations and occupational safety and health protection measures.

41. Risk assessment including prediction of the worst-case scenario and maximum credible accident scenarios should be carried out. The worst-case scenario should take into account the maximum inventory of storage at site at any point of time. The risk contours should be plotted on the plant layout map clearly showing which of the facilities would be affected in case of an accident taking place. Based on the same, proposed safeguard measures including On-Site / Off-Site Emergency Plan should be provided.

42. MSDS of all the products and raw materials.


44. Details of quantity of each hazardous chemical (including solvents) to be stored, Material of Construction of major hazardous chemical storage tanks, dyke details, threshold storage quantity as per schedules of the Manufacture, Storage & Import of Hazardous Chemicals Rules of major hazardous chemicals, size of the biggest storage tank to be provided for each raw material & product etc. How the manual handling of the hazardous chemicals will be minimized?

45. Details of the separate isolated storage area for flammable chemicals. Details of flame proof electrical fittings, DCP extinguishers and other safety measures proposed. Detailed fire control plan for flammable substances and processes showing hydrant pipeline network, provision of DG Sets, fire pumps, jockey pump, toxic gas detectors etc.



48. Detailed socio-economic development measures including community welfare program most useful in the project area for the overall improvement of the environment. Submit a detailed plan for social corporate responsibilities, with appropriate budgetary provisions for the next five years and activities proposed to be carried out; specific to the current demographic status of the area.

49. A tabular chart for the issues raised and addressed during public hearing/consultation and

of 96


commitment of the project proponent on the same should be provided. An action plan to address the issues to be raised during public hearing and the necessary allocation of funds for the same should be provided.

50. (a) Does the company have a well laid down Environment Policy approved by its Board of Directors? If so, it may be detailed in the EIA report. (b). Does the Environment Policy prescribe for standard operating process / procedures to bring into focus any infringement / deviation / violation of the environmental or forest norms / conditions ? If so, it may be detailed in the EIA.




54. A tabular chart with index for point-wise compliance of above TORs.




structure of EIA given in Appendix III in the EIA Notification, 2006. The draft EIA report shall be submitted

to the Gujarat Pollution Control Board for conducting the public consultation process as per the provisions

of the EIA Notification, 2006. The project shall be appraised on receipt of the final EIA report.

24. Aether Industries Ltd. Plot no:8203, GIDC Estate-Sachin, Ta: Choryasi, Dist. Surat

Screening & Scoping

Project / Activity No.: 5(f) M/s: Aether Industries Ltd (herein after Project Proponent – PP) has submitted application vide

their letter dated 02/01/2015.



This is an existing R&D Centre Including Pilot Plant & CRAM Product manufacturing facility. Now PP has

proposed to manufacture Bulk Drugs, Bulk Drugs intermediates and specialty Chemicals as tabulated

below:

Sr. No.

Products Production Capacity (MT/Month)

Existing Total After Proposed Expansion

(A) Research And Development (R&D) Centre Including Pilot Plant and Crams Products

1.0* 10.0

of 96


(B) ACTIVE PHARMACEUTICALS INGREDIENTS (APIs) - 45.0 MEP Derivatives 1 (RS)-1-(Isopropylamino)-3-[4-

(methoxyethyl)phenoxy]propan-2-ol 2 (±)-1-(Isopropylamino)-3-[p-(2-methoxyethyl)phenoxy]-2-

propanol succinate 3 (±)-1-(Isopropylamino)-3-[p-(2-methoxyethyl)phenoxy]-2-

propanol L-(+)-tartrate 4 (S)-1-(isopropylamino)-3-(4-(2-

methoxyethyl)phenoxy)propan-2-ol Donepezil derivatives 5 l-benzyl-4-[(5,6-dimethoxy-l-indanone-2-

yl)methylene]pyridinium bromide Citalopram series 6 S-(+)-4-(4-(dimethylamino)-1-(4-fluorophenyl)-1-

hydroxybutyl)-3-(hydroxymethyl)benzonitrile 7 1-[3-Dimethylamino)propyl]-1-(4-fluorophenyl)-1,3-dihydro-

5-isobenzofurancarbonitrile hydrobromide 8 S-(+)-1-[3-Dimethylamino)propyl]-1-(4-fluorophenyl)-1,3-

dihydro-5-isobenzofurancarbonitrile oxalate Metoprolol derivatives 9 1-(4-((2-isopropoxyethoxy)methyl)phenoxy)-3-

(isopropylamino)propan-2-ol Etodolac derivatives 10 Etodolac Atovaquone derivatives 11 2-(4-(4-chlorophenyl)cyclohexyl)-3-hydroxynaphthalene-

1,4-dione Mesalamine Derivatives 12 5-Aminosalicylic acid (C) HYDROGENATION DERIVATIVES - 80.0 Secondary amine Derivatives 1 (2R,3R,4R,5S)-6-(octylamino)hexane-1,2,3,4,5-pentaol 2 (2R,3R,4R,5S)-6-(methylamino)hexane-1,2,3,4,5-pentaol 3 (2R,3R,4R,5S)-6-(ethylamino)hexane-1,2,3,4,5-pentaol Piperidine derivatives 4 4-Piperidine carboxylic acid 5 4-piperidine carboxamide 6 2-aminomethylpiperidine 7 2-Piperidineethanol 8 (3S,4R)-4-(4-Fluorophenyl)-3-hydroxymethyl-1-

methylpiperidine Benzhydrol derivatives 9 a,a-Diphenyl-4-piperidinemethanol 10 Diphenylmethanol 11 4-Chlorobenzhydrol Cyclohexyl derivatives 12 1,3-Cyclohexanedione 13 trans-4-Isopropylcyclohexanecarboxylic acid 14 trans-4-Amino cyclohexanol 15 Ethyl 4-oxocyclohexanecarboxylate Benzylamine derivatives 16 3-Amino benzylamine

of 96


17 2-Chloro benzylamine Chiral amine derivatives 18 (S)-2-chloro-N-(2-ethyl-6-methylphenyl)-N-(1-

methoxypropan-2-yl)acetamide 19 Benzenebutanoic acid, β-[[(1,1-

dimethylethoxy)carbonyl]amino]-2,4,5-trifluoro-, ethyl ester, (βR)

20 (R)-1-(naphthalen-1-yl)ethanamine Chiral alcohol derivatives 21 ((R)-1-(3,5-bis(trifluoromethyl)phenyl)ethanol 22 3-(dimethylamino)-1-(thiophen-2-yl)propan-1-one Benzyl alcohol derivatives 23 4-(2-amino-1-hydroxyethyl)phenol 24 3-(hydroxymethyl)phenol 25 3-Phenoxy Benzyl Alcohol Amino arene derivatives 26 2-Ethyl aniline 27 5-Aminosalicylic acid 28 3-Aminosalicylic acid 29 Methyl-2-aminobenzoate 30 Methyl-3-aminobenzoate 31 Methyl-4-aminobenzoate 32 N-(4-Amino-2,5-dimethylphenyl)acetamide 33 N-(4-Amino-5-chloro-2-methylphenyl)acetamide 34 4'-Chloro-[1,1'-biphenyl]-2-amine 35 3,5-Diamino benzoic acid 36 3-Amino-4-toluic acid 37 2,3-Dichloroaniline 38 2,5-Dimethyl-1,4-phenylenediamine

39 2-Chloro-5-methyl-1,4-phenylenediamine 40 2-(2,3-Dimethylanilino)benzoic acid 41 3,3'-Diamino-4,4'-dihydroxydiphenyl sulfone Alkyl Derivatives 42 N',N'-di-tert-butylethane-1,2-diamine 43 N',N'-dimethylethane-1,2-diamine (D) HALOGENATION DERIVATIVES - 50.0 Benzylbromide Derivatives 1 1-(bromomethyl)-4-(trifluoromethoxy)benzene 2 4'-(bromomethyl)-[1,1'-biphenyl]-2-carbonitrile (S)-2-Chloropropionic acid/Esters derivatives 3 2-Chloropropionic acid, ethyl ester 4 2-Chloropropionic acid, methyl ester Halogenated aryl derivatives 5 2,3-bis(chloromethyl)pyridine 6 1,4-bis(bromomethyl)benzene 7 3-(bromomethyl)pyridine 8 4-(chloromethyl)pyridine 9 4-Bromo-2,6-diisopropylaniline 10 4-(chloromethyl)benzoic acid 11 2-bromophenol 12 1-bromo-3,5-di-tert-butylbenzene 13 3-chloro-2,6-diethylaniline

of 96


Naphthoquinone derivatives 14 2-chloronaphthalene-1,4-dione (E) ETHERIFICATION DERIVATIVES - 75.0 (S)-2-Chloropropionic acid/Esters derivatives 1 (R)-2-(4-Hydroxyphenoxy)propionic acid

(R)-2-(Aryloxy)propionic acid, esters derivatives 2 (R)-2-(4-Hydroxyphenoxy)propionic acid, methyl ester 3 (R)-2-(4-Hydroxyphenoxy)propionic acid, ethyl ester 4 Methyl-(R)-2-{4-(2,4-dichlorophenoxy)phenoxy}propanoate

5 Propynyl-(R)-2-[4-[(5-chloro-3-fluoro-2-pyridinyl)oxy] phenoxy]propanoate

6 Butyl-(R)-2-[4-[{5-(trifluoromethyl)-2-pyridinyl}oxy]phenoxy]propanate

7 Methyl-(R)-2-{4-[3-chloro-5-(trifluoromethyl)-2-pyridyloxy]phenoxy}propanoate

8 Ethyl (R)-2-[4-(6-chloroquinoxalin-2-yloxy)phenoxy]propanoate

9 (R)-2-((propan-2-ylideneamino)oxy)ethyl 2-(4-((6-chloroquinoxalin-2-yl)oxy)phenoxy)propanoate

10 Ethyl-(R)-2-[4-{6-chloro-2-benzoxazolyloxy}phenoxy]propanoate

11 Butyl-(R)-2-[4-(4-cyano-2-fluorophenoxy) phenoxy]propanoate

Aryl ether derivatives 12 3-Phenoxybenzaldehyde

13 2-(3-Phenoxyphenyl)propanoic acid 14 2-(2-Methoxyphenoxy)ethylamine 15 4-Phenoxy-2,6-diisopropyl Aniline 16 6,6'-oxybis(3-nitrobenzoic acid) 17 4-Methoxy-3-[3-(4-morpholinyl)propoxy]benzonitrile 18 4-Fluoro-3-phenoxybenzaldehyde

19 3-(Methoxymethylene)-2(3H)-benzofuranoe 20 Methyl(2E)-2-{2-[6-2-cyanophenoxy)pyrimidin-4-

yloxy]phenyl}-3-methoxyacrylate 21 (E)-2{2-[6-(2-Chlorophenoxy)-5-fluropyrimidin-4-

yloxyl]phenyl}(5,6-dihydro-1,4,2-dioxazin-3-yl)methanone O-methyloxime

22 Methyl-N-methoxy-2-(3,5,6-trichloro-2-pyridyloxymethyl)carbanilate

23 methyl N-[2-[(2,4-dimethyl-5-phenyl-pyrazol-3-yl)oxymethyl]phenyl]-N-methoxy-carbamate

24 (E)-2-(Methoxyimino)-N-methyl-2-[α-(2,5-xylyloxy)-o-tolyl]acetamide

25 (2,6-Diisopropyl-4-phenoxy)phenylthiourea 26 1-Tert-butyl-3-(2,6-diisopropyl-4-phenoxyphenyl)thiourea 27 2,6-Diisopropyl-4-phenoxy phenyl isothiocyanate (F) SPECIALITY CHEMICALS (ELECTRONIC CHEMICALS , FRAGRANCE & FLAVORS AND SPECIALITY MONOMERS AND POLYMERS)

- 20.0

of 96


Cyclohexanone derivatives 1 4-Propyl cyclohexanone 2 Trans-4-(4'-propylcyclohexyl)cyclohexanone (Cyclohexyl)phenyl derivatives 3 Trans-(4'-propylcyclohexyl)phenol 4 4-(Trans-4-propylcyclohexyl)benzoic acid 5 4-(Trans-4-propylcyclohexyl)phenyl boronic acid Cyclohexyl aryl derivatives 6 4-(4-chlorophenyl)cyclohexanecarboxylic acid OLED derivatives 7 Triphenylen-2-ylboronic acid

8 4-Vinylphenyl boronic acid 9 B-[10-(2-naphthalenyl)-9-anthracenyl]boronic acid 10 [9-(2-naphthalenyl)-9H-carbazole-3-yl] boronic acid 11 4-(naphthalene-2-yl)phenylboronic acid Fragrance & Flavors 12 1-methoxy-4-(prop-1-en-1-yl)benzene 13 4-(4-Hydroxyphenyl)butan-2-one 14 3-(4-methoxyphenyl)-2-methylpropanal 15 3-(4-(tert-butyl)phenyl)-2-methylpropanal Speciality Monomers And Polymers 16 Tetrahydro-2H-pyran-2-one 17 5-(1H-benzo[d]imidazol-2-yl)pentan-1-amine 18 2-methyl-1,2-oxaphospholan-5-one 2-oxide 19 2-(dimethylamino)ethyl methacrylate 20 Boron trichloride-N,N-dimethyloctylamine 21 Methylon 22 Xylene-p-tert.-Butylphenol-Formaldehyde Resin 23 Other Specialty Monomers 24 Other Specialty Polymers (G) HETEROCYCLIC DERIVATIVES/POLYCYCLIC DERIVATIVES

- 40.0

Anthraquinone derivatives 1 1,4-Dihydroxyanthraquinone 2 2,3-dihydro-9,10-dihydroxy-1,4-anthracenedione Indole Derivatives 3 7-Ethyl tryptophol 4 Methyl indol-6-carboxylate 5 Indoline Phthalic acid derivatives 6 5-nitro isophthalic acid 7 5-carboxyphthalide Furan derivatives 8 2,3-Dihydro furan 9 2,5-Dihydro furan Imidazole derivatives 10 1-methyl-1H-imidazole 11 2-bromo-1-methyl-1H-imidazole 12 5-bromo-1-methyl-1H-imidazole 13 2-Butyl-4-chloro-5-formylimidazole Thiophene Derivatives

of 96


14 2-(thiophen-2-yl)ethanamine 15 2-(thiophen-2-yl)ethanol Quinazoline derivatives 16 4-(4-(tert-butyl)phenethoxy)quinazoline Tetrahydrofuran derivatives 17 1-[(2S)-tetrahydro-2-furanyl]-ethanone Pyridine derivatives 18 4-Pyridinecarboxylic acid 19 4-pyridinecarboxamide 20 4-pyridinecarboxaldehyde 21 2-pyridinecarboxaldehyde 22 4-pyridinemethylamine 23 2-(Pyridin-2-yl)ethanol Pyran derivatives 24 3,4-Dihydro-2H-pyran Carbonate derivatives 25 bis(2,5-dioxopyrrolidin-1-yl) carbonate Piperazine derivative 26 1-(2,3-dichlorophenyl)piperazine hydrochloride 27 2-methylpiperazine Thiazole derivative 28 Thiazol-5-ylmethanol Pyrazole derivatives 29 3-Amino-4-pyrazolecarboxamide hemisulfate Pyrrolo pyridine derivatives 30 (4aR,7aR)-4a,7a-dimethyloctahydro-1H-pyrrolo[3,4-

b]pyridine Norborene derivatives 31 (1R,2S,4R)-methyl bicyclo[2.2.1]hept-5-ene-2-carboxylate 32 (1S,4R,5R)-5-vinylbicyclo[2.2.1]hept-2-ene Diphenyl methane derivatives 33 1,1'-(methylenebis(4,1-phenylene))bis(1H-pyrrole-2,5-

dione) Pyrimidine Derivatives 34 2-(2,2-Difluoroethoxy)-N-(5,8-diMethoxy[1,2,4]triazolo[1,5-

c]pyriMidin-2-yl)-6-(trifluoroMethyl)benzenesulfonaMide Sulfamide derivatives 35 Sulfamide (H) OXIDATION DERIVATIVES - 50.0 Aryl Aldehyde Derivatives 1 4-hydroxy benzaldehyde 2 4-methoxybenzaldehyde 3 4-nitrobenzaldehyde 4 4-pyridine carboxaldehyde 5 3-pyridine carboxaldehyde 6 2,6-Dichlorobenzaldehyde 7 5-(diethylamino)-2-hydroxybenzaldehyde

8 4-(diethylamino)-2-hydroxybenzaldehyde 9 2-amino-3,5-dibromo benzaldehyde Aryl Carboxylic acid Derivatives 10 4-(tert-butyl)benzoic acid 11 2-Nitro Benzoic acid

of 96


12 4-Nitro Benzoic acid 13 2,4-Dichlorobenzoic acid 14 3,5-Dichlorobenzoic acid 15 2,6-Dichlorobenzoic acid 16 3,5-di-tert-butyl-4-hydroxybenzoic acid 17 2-hydroxy-4-methylbenzoic acid 18 3-methoxy-2-methylbenzoic acid 19 2-ethoxy benzoic acid 20 3-amino-4-methylbenzoic acid 21 Mafenamic acid 22 4-aminobenzoic acid 23 3,5-diaminobenzoic acid Keto aryl derivatives 24 4-phenyl-butan-2-one 25 Naphthalene-1,4-dione (I) CARBOXYLIC ACID DERIVATIVE - 50.0 Benzonitrile derivatives 1 2-Hydroxybenzonitrile

2 4-Hydroxybenzonitrile 3 5-Cyano-3H-isobenzofuranone 4 2-hydroxybenzonitrile 5 4-hydroxybenzonitrile

6 4-chlorobenzonitrile 7 4-chloro-2-nitrobenzonitrile 8 2-amino-4-chlorobenzonitrile 9 4-hydroxybenzonitrile 10 2,6-dichlorobenzonitrile Aryl Carboxylic acid ester Derivatives 11 Methyl-2-nitrobenzoate 12 Methyl-3-nitrobenzoate 13 Methyl-4-nitrobenzoate 14 Methyl-4-aminobenzoate 15 tert-butyl 4-(chloromethyl)benzoate 16 Methyl-3-amino-4-methoxybenzoate 17 Dimethyl-5-aminoisophthalate 18 Methyl-3-amino-4-toluate 19 Methyl paraben 20 Propyl paraben 21 Benzyl paraben 22 1-(3-amino-4-mehtylphenyl)ethanoate 23 Ethyl-4-amino benzoate 24 4'-methyl-2-biphenyl carboxylic acid methyl ester 25 Hexyl 3,5-di-tert-butyl-4-hydroxybenzoate Aryl Acetyl derivatives 26 N-(2,5-Dimethylphenyl)acetamide 27 N-(5-Chloro-2-methylphenyl)acetamide 28 3-Nitrophenyl acetate 29 2-Acetylthiophene Aryl acid chloride derivatives 30 2-Chloronicotinoyl chloride

31 3-methoxy-2-methylbenzoyl chloride

of 96


Benzamide derivatives 32 2-chloro-N-(4'-chloro-[1,1'-biphenyl]-2-yl)nicotinamide 33 2,6-dichlorobenzamide 34 4-chloro-2-nitro benzamide (J) BASIC AROMATIC INTERMEDIATES - 40 Aryl hydrazine derivatives 1 2-Ethyl phenyl hydrazine 2 2-Ethyl phenyl hydrazine hydrochloride 3 p-Sulphonamide phenyl hydrazine hydrochloride 4 p-Nitro phenyl hydrazine hydrochloride Nitroarene derivatives 5 2-Chloro-5-nitro benzoic acid 6 3-Nitro 2-chloro benzoic acid 7 2-Nitro toluene 8 4-Nitro toluene 9 3-Nitrobenzoic acid 10 N-(2,5-Dimethyl-4-nitrophenyl)acetamide 11 N-(5-Chloro-4-nitro-2-methylphenyl)acetamide 12 3,5-Dinitro benzoic acid 13 3-Nitro-4-toluic acid 14 2-Nitro-3-chlorobenzoic acid 15 2-Nitro-5-chlorobenzoic acid 16 5-Nitrovanillin 17 3,3'-Diamino-4,4'-dihydroxydiphenyl sulfone Hydroxyarene derivatives 18 5-Nitrosalicylic acid 19 3-Nitrosalicylic acid 20 2-Nitro-3-hydroxybenzoic acid 21 2-Nitro-5-hydroxybenzoic acid 22 3,4-Dihydroxy-5-nitrobenzaldehyde (Alkylamino)arene derivatives 23 3-(Dimethylamino)phenol 24 3-(Diethylamino)phenol 25 3-Amino phenol 26 4-Diethylaminosalicyladehyde 27 4-(aminomethyl) aniline 28 3-(aminomethyl) aniline 29 N-benzyl-2-(2-methoxyphenoxy)ethylamine

30 Methyl-4-(butylamino)benzoate 31 Ethyl-4-(dimethylamino)benzoate 32 2-(2-chlorophenyl)ethanamine Keto aryl derivatives 33 2-amino-1-(4-hydroxyphenyl)ethanone Anisole derivatives 34 1-chloro-3-methoxy-2-methylbenzene (K) CHIRAL RESOLUTION DERIVATIVES - 20.0 1 D(-)-4-hydroxyphenylglycine base 2 D(-)-4-hydroxyphenyl glycine methyl ester 3 (R)-(+)-1-Phenylethylamine 4 (S)-(-)-1-Phenylethylamine 5 D-2-hydroxy-2-phenylacetic acid 6 L-(+)-Mendelic acid

of 96


7 (S)-(-)-Indoline-2-carboxylic acid 8 (S)-(-)-tetrahydro-2-furoic acid (L) ETHYLENE OXIDE AND ISOBUTYLENE INTERMEDIATES - 75.0 Aryl ethylene oxide derivatives 1 4-(2-methoxyethyl)phenol 2 4-(2-hydroxyethyl)phenol 3 2-(4-(tert-butyl)phenyl)ethanol Aliphatic ethylene oxide derivatives 4 2-(2-chloroethoxy)ethanol 5 2-(diisopropylamino)ethanol 6 2-(tert-butylamino)ethanol 7 2-(ethyl(phenyl)amino)ethanol Butylated Aryl Derivatives 8 2,6-di-tert-butyl-4-(2-hydroxyethyl)phenol 9 2,6-di-tert-butyl phenol 10 1-(tert-butyl)-4-methylbenzene 11 1,3,5-tri-tert-butylbenzene 12 2-bromo-4-(tert-butyl)phenol Butylated Alkyl Derivatives 13 1,1-dimethylethyl chloride (M) ORGANOMETTALIC CHEMISTRY DERIVATIVES (Grignard, Lithiation, Coupling)

- 40.0

Citalopram series 1 4-(4-(dimethylamino)-1-(4-fluorophenyl)-1-hydroxybutyl)-3-

(hydroxymethyl)benzonitrile Phosphine derivatives 2 Triphenyl phosphine Fused tricyclic aryl derivatives 3 Amirtiptyline hydrochloride 4 Chlorprothixene hydrochloride 5 Cyclobenzaprine hydrochloride Alkyl Benzene Derivatives 6 1-(tert-butoxy)-4-pentylbenzene 7 4-ethylphenol Biaryl Derivatives 8 4'-methyl-2-cyanobiphenyl 9 4'-chloro-2-nitro-1,1'-biphenyl 10 Methyl 4-acetamido-3-chloro-5-(4-chloro-2-fluoro-3-

methoxyphenyl)picolinate 11 4-Cyanobiphenyl 12 4-(2-Pyridinyl)Benzaldehyde 13 2,4-Difluorobiphenyl 14 2-Phenoxybiphenyl 15 4'-bromo-2-fluoro-1,1'-biphenyl 16 4-bromo-2-fluoro-1,1'-biphenyl Dialkyl derivatives 17 2,2-dimethyl pentane 18 7-Bromo-1-heptene 19 8-chloro-1-octene Boronic acid derivatives 20 4-Chlorophenyl boronic acid 21 Dimethy-(3-nitrophenyl) boronate

of 96


22 2-(1,3,2-dioxaborinan-2-yl)pyridine 23 2-(4-chloro-2-fluoro-3-methoxyphenyl)-1,3,2-dioxaborinane 24 (4-chloro-2-fluoro-3-methoxyphenyl)boronic acid 25 3-Furanboronic acid 26 Dimethyl thiophen-2-ylboronate 27 2-(thiophene-2-yl)-4,4,5,5-tetramethyl-

[1,3,2]dioxaborolane 28 5,5-dimethyl-2-(thiophen-2-yl)-1,3,2-dioxaborinane 29 Phenylboronic acid Keto aryl derivatives 30 4-Chloro-2-(trifluoroacetyl)aniline hydrochloride Styrene Derivatives 31 1-propyl-4-vinylbenzene 32 4-vinylphenyl acetate 33 1-chloro-4-vinylbenzene Aliphatic hydroxy derivatives 34 oct-1-en-3-ol 35 4-methyl-3-decen-5-ol 36 3-methyl-1-phenylpentan-3-ol 37 2-methyl-1-phenylpropan-2-ol/ dimethyl phenyl ethyl

carbinol Total 1.0 595.0 By-Products 1 Sodium Sulphate -- 384 2 HCl Solution (20-25%) -- 425 3 KCl Solution (15-20%) -- 510 4 H2SO4 Solution (40-70%) -- 140 5 KCl Salt -- 74 6 Acetic Acid -- 206 7 Sodium Sulfite -- 380 8 Sodium Bisulfite -- 35 9 HBr Solution (25-30%) -- 214 10 NaBr Solution (15-20%) -- 525 11 KBr Solution (20-25%) -- 312 12 Liq. NH3 soln. (20%) -- 27 13 Sodium Acetate -- 17 14 Alum Solution -- 154 15 Ammonium Sulphate -- 117 16 Trichloroacetaldehyde -- 12 17 THF recovered -- 430 18 Methanol Recovered -- 515 19 Ethanol Recovered -- 495 20 Xylene Recovered -- 430 21 IPA Recovered 453 22 EDC Recovered -- 405 23 MDC Recovered -- 500 24 Ethyl Acetate Recovered -- 330 25 Acetone Recovered -- 360


Total plot area is 10500 sq.m. PP has proposed 1388 sq. m green belt and tree plantation area. Fresh

of 96


water requirement will be increased from 21 KL/day to 279 KL/day which will be sourced from Sachin

Infra Management Ltd. Industrial waste water generation will be increased from 5.15 KL/day to 118

KL/day. At present industrial waste water is treated in existing Effluent Treatment Plant (ETP) and part of

treated water is reused/recycled and remaining is sent to CETP of M/s. Globe Enviro Care Ltd., Sachin

for further treatment and final disposal. After proposed expansion existing ETP will be modified. Unit has

proposed to segregate industrial effluent into different streams. Low COD, neutral effluent (15 KL/day) will

be treated in modified Effluent Treatment Plant (ETP) and treated water will be sent to CETP of M/s.

Globe Enviro Care Ltd. (GECL), Sachin for further treatment and final disposal. All utilities wastewater i.e.

washing, scrubbers, boiler, cooling towers wastewater (73 KL/day) will be treated in RO unit followed by

Multi Effect Evaporator (MEE) plant and ATFD (Agitated Thin Film Dryer). Treated water (Permeate) from

RO will be reused. RO reject will be sent to MEE plant. Condensate from MEE will be collected and

reused. Sludge/Solid waste to be generated in MEE will be collected and sent to integrated common

hazardous waste management facility of M/s. Saurashtra Enviro Projects Pvt. Ltd. (SEPPL), Kutch for

disposal. High COD and TDS streams (30 KL/day) from process will be sent to M/s. Mahavir Eco Projects

Pvt. Ltd.(MEPPL), Sachin for further treatment and final disposal or will be treated in in-house MEE. At

present unit has provided one Boiler (0.4 TPH), one TFH (2 Lacs Kcal/hr) and one DG set (125 KVA).

Natural gas (318 SCM/day) or LDO (254 Litre/day) is used as fuel for Boiler. Natural gas (12 SCM/hr) or

LDO (20 Litre/hr) is used as fuel for TFH. Diesel is used as fuel in stand by DG set. Unit has provided

Alkali scrubber for control of HCl, SO2 and HBr emitted from Reactors. Now unit has proposed one Boiler

(4 TPH), two TFH (4 Lac Kcal/hr each) and two DG sets (750 KVA each). Coal/Lignite/Agro waste (15

MT/Day) will be used as fuel for Boiler. Natural gas (24 SCM/hr) or LDO (40 Litre/hr) will be used as fuel

for each TFH. Diesel will be used as fuel in proposed stand by DG sets. Unit has proposed separate set

of Water scrubber followed by Alkali scrubber as APCM with three process vents to control emissions of

HCl, SO2 and HBr. Hazardous wastes to be generated are Process Waste, Used Oil, Spent Solvent,

Discarded Containers/Bags/Barrels, Distillation Residue, ETP Sludge, MEE salt, Acetic Acid, Sodium

Sulfite, Sodium Bisulfite etc. By-products to be generated are Sodium Sulphate, HCl Solution (20-25%),

KCl Solution (15-20%), H2SO4 Solution (40-70%), KCl Salt, Acetic Acid Sodium Sulfite, Sodium Bisulfite,

HBr Solution (25-30%) NaBr Solution (15-20%), KBr Solution (20-25%), Liq. NH3 soln. (20%), Sodium

Acetate, Alum Solution, Ammonium Sulphate, Trichloroacetaldehyde, Recovered THF, Ethanol, Xylene,

IPA, EDC, MDC, Ethyl Acetate & Acetone etc.

Observations/Discussions: Technical presentation during the meeting also included the details like general information regarding the

project, location of the project & lay out map, details of products & raw materials, waste generation,

hazards & controls, flow diagram of ETPs, details of APCM, resource consumption & conservation etc.

Looking to the large volume & variety of products and its raw materials, the committee desired to have

MSDS of all the materials to be handled, information on storage of each hazardous chemical and safety

measures thereof. On asking about the management of waste water, PP informed that they will modify

the existing ETP and also install RO system & MEE plant with ATFD. PP further informed that there will

be two effluent lines in each plant going to ETP so as to collect different quality of effluent. Committee

emphasised on occupational health hazard and suggested to provide necessary Personal Protective

Equipments [PPEs] like safety goggles, Face masks, Hand gloves, shoes, suitable clothing, Apron, Face

shield, Helmet and Respiratory type PPEs like vapour respirator, Noise mask, Dust Mask, Self

of 96


contaminated breathing apparatus (SCBA) sets etc. and requisite first aid measures. PP assured for the

monitoring of the work area ambient air quality on regular basis as per Gujarat Factories Rules. The

project proponent presented that their consultant M/s: Aqua-Air Environmental Engineers Pvt. Ltd. is

carrying out baseline monitoring of environmental and meteorological data for the season January, 2015

to March, 2015 for their ongoing projects in Sachin GIDC for environmental clearance and requested to

allow them to use the same for the preparation of the EIA report which was agreed to by the committee.

The project proponent was asked to cover the open spaces inside the plot with vegetation of indigenous

tree species and to contribute for tree plantation activity outside their premises at suitable places in the

GIDC. After detailed discussion, the following additional Terms of Reference were prescribed for the EIA

study to be done covering 10 Km radial distance from the project boundary.


2. Exact details on additional infrastructural facilities, plant machineries etc. required for the proposed expansion.

3. Technical details of all the plants along with details of manufacturing process / operations of each product. Details on strategy for the implementation of cleaner production activities.

4. Detailed manufacturing process of each product along with chemical reactions and mass balance (including reuse-recycle, if any).

5. Assessment of source of the water supply with adequacy of the same to meet with the requirements for the project expansion. Permission of the concerned authority for supply of fresh water as per the requirement of the project.

6. Undertaking stating that no bore well shall be drilled within the premises. 7. Water consumption and consumption of each raw material per MT of each product. 8. Water balance diagram (including reuse-recycle, if any) along with qualitative and quantitative

analysis of the each waste stream to be generated. 9. Details on effluent generation and its quality of effluent streams in worst case scenario, i.e.

considering manufacturing of high pollution potential products at maximum possible production capacity.

10. A detailed treat ability study for different kind of effluent streams to be segregated vis-à-vis the adequacy and efficacy of the treatment facilities proposed for the wastewater to be generated.

11. Detailed effluent treatment scheme and disposal method for different kind of effluent streams to be segregated.

12. Technical details of the proposed, Solvent Stripping System, MEE, RO Plant and ETP including size of each unit, retention time etc. along with its adequacy report.

13. Details of the MEE including evaporation capacity, steam required for evaporation, adequacy of the proposed boiler to supply steam for evaporation in addition to the steam required for the process etc.

14. Undertaking stating that a separate electric meter will be provided for the proposed MEE & RO Plant.

15. Plan for management and disposal of waste streams to be generated from spillage, leakages, occasional reactor washing, and exhausted media from Scrubber etc. Measures proposed for preventing effluent discharge during unforeseen circumstances.


17. One season Site-specific micro-meteorological data using temperature, relative humidity, hourly

of 96


wind speed and direction and rainfall should be incorporated. 18. Anticipated environmental impacts due to the proposed project/production may be evaluated for

significance and based on corresponding likely impacts VECs (Valued Environmental Components) may be identified. Baseline studies may be conducted within the study area of 10 km for all the concerned/identified VECs and likely impacts will have to be assessed for their magnitude in order to identify mitigation measures.

19. One complete season base line ambient air quality data (except monsoon) to be given along with the dates of monitoring. The parameters to be covered shall be in accordance with the revised National Ambient Air Quality Standards as well as project specific parameters like NH3, HCl etc. Locations of the monitoring stations should be so decided so as to take into consideration the pre-dominant downwind direction, population zone and sensitive receptors. There should be at least one monitoring station in the upwind direction. There should be at least one monitoring station in the pre dominant downwind direction at a location where maximum ground level concentration is likely to occur.

20. Modeling indicating the likely impact on ambient air quality due to proposed activities. The details of model used and input parameters used for modeling should be provided. The air quality contours may be shown on location map clearly indicating the location of sensitive receptors, if any, and the habitation. The wind rose showing pre-dominant wind direction should also be indicated on the map. Impact due to vehicular movement shall also be included into the prediction using suitable model. Results of Air dispersion modeling should be superimposed on google map / geographical area map.


22. Specific details of (i) Process gas emission from each unit process with its quantification, (ii) Air pollution Control Measures proposed for process gas emission, (iii) Adequacy of the air pollution control measures for process gas emission, measures to achieve the GPCB norms (iv) Details of the utilities required.

23. Specific details on (i) Type, quantity and quality (CV, Sulphur content, Ash content, etc,) of coal to be used (iii) Flue gas emission details (iv) Air pollution Control Measures along with its adequacy to achieve the GPCB Norms. (v) List the sources of fugitive emission from the unit along with its quantification and proposed measures to control it.

24. Fly ash management plan and copies of MOU / agreements done with actual consumers regarding utilization of fly ash & bottom ash etc. should also be incorporated.

25. MSDS of all the products and raw materials. 26. Details of management of the hazardous wastes to be generated from the project stating detail of

storage area for each type of waste, its handling, its utilization and disposal etc. How the manual handling of the hazardous wastes will be minimized.

27. Methodology of de-contamination and disposal of discarded containers and its record keeping. 28. Membership of Common Environmental Infrastructure including the TSDF / Common Hazardous

Waste Incineration facility (CHWIF), Common MEE etc. 29. Details of solvent recovery system including mass balance, solvent loss, recovery efficiency etc.

for each type of solvent. 30. Detailed plan for 100% in-house recovery and reuse of solvent and undertaking stating that in no

case spent solvent shall be sold outside. 31. Complete management plan of the by-products, Hazardous wastes & spent acids which are

recyclable / reusable within the premises and all the relevant details of by-products & spent acids which are not recyclable / reusable within the premises.

of 96


32. Name and address of end consumers to whom any by-products, Hazardous wastes & spent acids will be sold. Copies of agreement / MoU / letter of intent from them, showing their willingness to purchase said wastes / by-products from the proposed project.

33. Data on air emissions, wastewater generation and solid / hazardous waste generation and management for the existing plant should also be incorporated.

34. A detailed EMP including the protection and mitigation measures for impact on human health and environment as well as detailed monitoring plan and environmental management cell proposed for implementation and monitoring of EMP. The EMP should also include the concept of waste-minimization, recycle/reuse/recover techniques, energy conservation, and natural resource conservation. Total capital cost and recurring cost/annum earmarked for environment pollution control measures.

35. Occupational health impacts on the workers and mitigation measures proposed to avoid the human health hazards along with the personal protective equipment to be provided to the workers. Provision of industrial hygienist and monitoring of the occupational injury to workers as well as impact on the workers. Plan for periodic medical check up of the workers exposed. Details of work place ambient air quality monitoring plan as per Gujarat Factories Rules.

36. Details of hazardous characteristics and toxicity of raw materials and products to be handled and the control measures proposed to ensure safety and avoid the human health impact.

37. Details of quantity of each hazardous chemical to be stored, material of construction of major hazardous chemical storage tanks, threshold storage quantity as per schedules of Manufacture, Storage & Import of Hazardous Chemicals Rules of major hazardous chemicals.

38. Permission from PESO for storage of solvents. 39. Risk assessment including prediction of the worst-case scenario and maximum credible accident

scenarios should be carried out. The worst-case scenario should take into account the maximum inventory of storage at site at any point of time. The risk contours should be plotted on the map clearly showing which of the facilities and surrounding units would be affected in case of an accident taking place. Based on the same, proposed safeguard measures including On-Site / Off-Site Emergency Plan should be provided.

40. Details of fire fighting system including provision for flame detectors, temperature actuated heat detectors with alarms, automatic sprinkler system, location of fire water tanks & capacity, separate power system for fire fighting, details of qualified and trained fire personnel & their job specifications, nearest fire station & time required to reach the proposed site. Submit line diagram of the fire hydrant network.



43. Copies of Consent to Establish, Consent to Operate orders obtained in past along with point wise compliance status of all the conditions stipulated therein.

44. Records of any legal breach of Environmental laws i.e. details of show- cause notices, closure notices etc. served by the GPCB to the existing unit in last five years and actions taken then after for prevention of pollution.

45. Details of fatal / non-fatal accidents, loss of life or man hours, if any, occurred in the existing unit in last three years and measures proposed to be taken for avoiding reoccurrence of such accidents in future.

of 96


46. (a) Does the company have a well laid down Environment Policy approved by its Board of Directors? If so, it may be detailed in the EIA report.(b). Does the Environment Policy prescribe for standard operating process / procedures to bring into focus any infringement / deviation / violation of the environmental or forest norms / conditions ? If so, it may be detailed in the EIA.







structure of EIA given in Appendix III in the EIA Notification, 2006. The project shall be appraised on

receipt of the EIA report.

25. Swastik Laminates S.no.203/15,B/h.Shaktiman Rotawetar, NH-8 B, Vill. Bhunava, Ta.: Gondal, Dist.: Rajkot

Screening & Scoping


M/s: Swastik Laminates (herein after Project Proponent – PP) has submitted application vide their letter dated 02/01/2015

Project status: New



Sr. no.

Name of Product Quantity (MT/Month)

1 Phenol Formaldehyde Resin 300 MT/Month 2 Melamine Formaldehyde Resin

3 Phenol Urea Formaldehyde Resin

4 Laminated Sheets 400 MT/Month (100000 no.s/Month)


Total plot area is 8966.24 sq. m. Unit has proposed 1700 sq mtr area for the green belt development/

Tree plantation. Expected project cost is Rs.9.04 Crores. Total water consumption for proposed project

will be 17.5 KL/D (2.5 KL for Domestic, 6 KL for Gardening & 9 KL/day Industrial) which will be sourced

from GIDC water supply. Industrial waste water generation will be 3.2 KL/day, which will be treated in

proposed Primary, Secondary & Tertiary treatment plant and treated waste water will be used for

gardening. Domestic waste water (2 KL/day) will be disposed off into soak pit system.

of 96


Flue gas generation will be from Steam Boiler (3 TPH), one TFH (12 Lac Kcal/hr) and one D.G. set (125

KVA). Bio-fuel/Fire wood (150 MT/Month) will be used as fuel. Diesel 7 Liter/hr will be used as fuel. Unit

has proposed separate cyclone separator for Boiler & TFH. No process gas emission is envisaged.

Hazardous waste generated from the manufacturing activity will be ETP sludge (5 MT/Year), Discarded

containers/Bags/Liners (10 MT/Year) and Used oil (60 Liter /Year).

Observations & Discussions: Technical presentation made during the meeting by project proponent. During the meeting, the project

proponent was asked not to use wood as a fuel for the proposed production. Committee suggested to

provide separate Multi Cyclone Dust Collector followed by Bag filter as APCM with Boiler and TFH.

Looking to the small scale of the project and low pollution potential, after detailed deliberation, the project

was categorized as B2. The project proponent was asked not to use wood as a fuel in the Boiler. After

detailed discussion on various aspects, following additional information was sought from the project

proponent for appraisal of the project.

1. Land Possession Documents of the proposed site. 2. Project site specific details such as distance of the project site from the nearest (1) Village-

Nearest residential area (2) Water Body: Creek / Nallah / Lake / Pond / Reservoir / Canal (3) National Highway (4) State Highway (5) Railway line (6) Heritage site (7) National Park / Wild Life Sanctuary (8) Aanganwadi/School/College/Institute etc. and likely impact on them due to the proposed project along with the mitigation measures proposed to minimize the likely impact. Give satellite image of 5 KM radius.




6. Manufacturing process along with chemical reactions, mass balance for each product. 7. Assessment of source of the water supply with adequacy of the same to meet with the

requirements for the project. Copy of permission letter obtained from the CGWA or concern authority for drawl of raw water.




11. Explore the possibility of reuse / recycle and other cleaner production options for reduction of

of 96


wastes and to conserve fresh water. 12. Details of provisions to be made for evaporation of industrial effluent. Technical details of effluent

evaporation system including evaporation capacity, steam required for evaporation, adequacy of the boilers to supply steam for evaporation in addition to the steam required for the process etc. Techno-economical viability of the evaporation system.




16. Details of measures proposed for noise pollution abatement & its monitoring. 17. Details of management of the hazardous wastes to be generated from the project stating detail of

storage area for each type of waste, its handling and its disposal. How the manual handling of the hazardous wastes will be minimized?

18. Methodology of de-contamination and disposal of discarded containers and its record keeping. 19. Measures proposed to be taken for the work area ambient air quality monitoring as per Gujarat

Factories Rules. 20. A detailed EMP including the protection and mitigation measures for preventing impacts on

human health and environment as well as detailed monitoring plan with respect to various parameters and responsible head for the environmental management cell and environmental management cell proposed for implementation and monitoring of EMP.








28. Detailed risk assessment report including prediction of the worst-case scenario and maximum credible accident scenario along with damage distances and preparedness plan to combat such

of 96


situation and risk mitigation measures. Vulnerable zone demarcation. 29. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE,

mfg utility staff for safety related measures. 30. A tabular chart with index for point-wise compliance of above details.

The project shall be appraised on satisfactory submission of the above. 26. Akshar Pavilion R.S>No.924,925/P,925/B/P,Nr.Radha Swami

Ashram, Before Priya Talkies, Gotri, Vadodara Screening & Scoping


S.No. Particulars Details 1. Proposal is for New Project 2. Type of Project Residential & Commercial 3. Project / Activity No.

[8(a) or 8(b)] 8(a)

4. Name of the project “AKSHAR PAVILION” 5. Name of Developer “AKSHAR PHC REAL CON” 6. Estimated Project

Cost (Rs. In Crores) 217.0 Crores


No.

8. Project Details Land / Plot Area (m2): 32,986.80 sq.m. FSI area (m2): 60,589.24 Non FSI area (m2): 22,437.40 Total BUA (m2): 83,026.64

Permissible Proposed FSI Area (m2) 65,973.60 60,589.24 Ground Coverage (m2)

11,875.24 11,873.99

Common Plot Area (m2)

3,298.68 3,298.68

Max. building height (m)

60.0 20.05

9. Building Details No./type of Buildings: 29 No. of Blocks: 36 blocks + 66 duplex bungalows. Scope of buildings/blocks: 5 commercial buildings – ground

floor + 4 floors. 20 residential buildings – Hollow plinth + 5 floors. 4 residential & commercial mixed type buildings – ground floor (parking & shops) + 5 floors.

No. & size of Residential Units: 603 Flats & 66 Duplex Bungalows

No. & type of Commercial Units: 417 Shops & offices Details of amenities if any: 01 Club House


Users Number of UsersPermanent Residents

3010

of 96


Shops & Offices Staff

834

Visitors 3220 11. Water & waste water

details during construction phase

Water requirement (KL/day): 12.0 . Source of water: Vadodara Municipal Corporation (VMC) Waste water generation quantity (KL/day): 3.2 Mode of disposal: through temporary septic tank and soak pit. Details of reuse of water, if any: Not applicable.


Total water requirement (KL/day): 525.0 Fresh water requirement (KL/day): 305.0 Source of water: VMC Waste water generation quantity (KL/day): 494.0 Mode of disposal: Domestic waste water to be generated will

be treated in the proposed onsite STP and quantity of treated sewage remaining after its reuse for gardening & flushing purpose will be disposed off through u/g drainage system of Vadodara Municipal Corporation.

In case of STP provision, capacity of STP: 450 STP Technology:

Purposes for treated water utilization: Flushing & gardening. Quantity of treated water to be reused:

1.Gardening (KL/day): 31.0

2. Flushing (KL/day) : 189.0

Provision of dual plumbing system (Yes/No): Yes. Quantity and type (treated/untreated) of water to be

discharged: Treated, 175.0 KL/day. Mode of disposal: Discharged in to u/g drainage of VMC


Water requirement will be met through Vadodara Municipal corporation.



(m3) Quantity to be reused

(m3)

Mode of Disposal /

Reuse Top Soil 700 700 Landscaping

development.Other excavated earth

2000 2000 Levelling of the site, internal roads, etc.

Construction debris

130 - Levelling of the low lying areas, internal road & pavement

of 96


development Steel scrap 30 - Will be Sold

to scrap dealer


15 - Will be Sold to scrap dealer





Dry waste 1033.0 Will be Collected in

Bins

Solid Waste collection dispose off into nearby sanitary landfill site of VMC

Wet waste 1336.0 Will be Collected in

Bins

-do-

Details of segregation if to be done: No Capacity and no. of community bins to be placed within

premises: 60 Nos. 50 L Each. Landfill site where waste will be ultimately disposed by local

authority: --- 15. Parking Details Total parking area requirement for the project as per GDCR:

12,053.04 sq. m. Parking area requirement for residential units as per GDCR:

7,707.73 sq. m. Parking area requirement for Commercial units as per GDCR:

4,345.31 sq. m. Total number of CPS requirement for the project as per NBC:

784 Nos. Number of CPS requirement for residential units as per NBC:

494 Nos. Number of CPS requirement for commercial units as per

NBC: 290 Nos. Total Parking area provided (m2) & No. of ECS: 23,388.17 sq.

m. & 850 Nos. Parking area provided in basement (m2) & No. of ECS:

12,050.84 sq. m. & 376 Nos. Parking area provided in hollow plinth (m2) & No. of ECS:

6,321.27 sq. m. & 225 Nos. Parking area provided as open surface (m2) & No. of ECS:

4,224.06 sq.m. & 183 Nos. Parking area provided (at any other place-specify) (m2) & No.

of ECS: 792.0 sq. m. & 66 Nos. (Individual Parking provided for 66 Duplex Bungalows within premises)

16. Traffic Management Width of adjacent public roads: 30 m.

of 96


Number of Entry & Exit provided on approach road/s: One for entry & one for exit.

Width of Entry & Exit provided on approach road/s: 12 m & 9 m.

Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 3 m

Width of all internal roads: 7.5 – 12 m 17. Details of Green


Wall panel fabrics with recycled content, low-VOC emitting and refurbished or bio-harvested renewable material content for flooring, local exhaust ventilation to areas where indoor air pollutant build-up could be a problem such as shops, on-site rain water harvesting systems for storm water control and non-potable water uses etc.


Power supply: Maximum demand: 3250 KVA

Connected load: 3500 KVA

Source: MGVCL (Madhya Gujarat Vij Co. Limited) Energy saving measures: use of T5/T8 and CFL lights, all

internal common area lighting system is proposed to have either high efficiency lamps (T5/T8)/CFL, equivalent size windows to get the sufficient day light.

Compliance of the ECBC guidelines (Yes / No),if yes, compliance in tabular form: Yes

Section No.

Requirement Compliance

7.2 Lighting controls occupancy/ time switch

Parking area lighting will be controlled through switch with alternate switching.

7.2.1.4 Exterior lighting to be photo sensor or time switch

External lighting will be controlled through timer.

7.3 Interior lighting power to be within specified limits

All light in common open area will be ceiling mounted. It illuminates the required area only.

of 96


7.4 Exterior lighting power to be within specified limits

All lights will be with bracket or arm, so no extra light will be cross boundary limit.

8.2.1.1 Maximum allowable power lose from transformer

Shall be used energy efficient transformers as per ECBC Norms.

8.2.2 Energy efficient motors

For the common area, all motor will be energy efficient as per ECBC.

8.2.3 Power factor be maintained between 0.95 and unity

We will use capacitor bank for common areas load to maintain power factor.

8.2.5 Power distribution system losses to be maintained less than 1%.

We will consider low watt loss type MCB in all distribution system.


Nearest Fire station is at Vadiwadi Fire Station, which is 4.1 km away from the project site.

Details of Fire fighting system: Fire alarm system, fire protection system like fire extinguishers, manually operated fire alarm system etc. will be provided.

Details of Safety measures for the construction workers: Full body harness to all the workers working at height, safety net to prevent the fall hazard, all construction workers will be provided appropriate PPEs like dust mask, ear plug, helmet, safety belt etc. and made to wear them during working hours.

20. Details on staircase

One staircase of respectively 1.2 m & 1.5 m width will be provided to each residential & commercial blocks.

of 96



Level of the Ground water table: 5.0 to 7.0 m No. & dimensions of RWH tank(s) : nil No. and depth of percolations wells: 14 nos. & 40 m Details on Pre-treatment facilities: Sand Filter will be used to

remove suspended pollutants from the rainwater. After filtration, water will be recharged using percolation pit, filled with pebbles or brick and river sand and covered with perforated concrete slabs. Depth of recharge pit will be designed according to Water table of the area.

22. Green area details Tree covered area (m2): 1,866.62 sq. m. Area covered by shrubs and bushes (m2): 0 Lawn covered area (m2): 1,990.0 sq. m. Total Green Area (m2): 3856.62 sq. m. Green Area % of plot area: 11.69 % No. of trees and species to be planted: 585 trees of 15

different species 23. Budgetary allocation

for Environmental Management Plan (Rs. In lacs)

Green Belt Development – about 4.5 lacs

24. Dust control measures Water sprinkling on loose top soil, covering the construction material, cement & sand during storage & transportation etc.

25. Use of eco friendly building materials

Fly ash bricks, lead free paints, aluminium windows, baggasse based particle boards for doors.

26. Basic amenities to the construction labours

Wash rooms, rest rooms, drinking water etc.

27. Documents related to land possession.

N.A order in the name of one of the partners of the company. Partnership deed has also been submitted.

During the meeting, the project proponent was suggested to increase the parking area provision for the project considering the number of commercial units to come up in the project. Further it was observed that the project plans submitted along with the application form do not show the basement area (proposed for parking) and built up area as was presented before the committee. After detailed discussion, it was decided to further appraise the project only after submission of the following:

1. Details of exact capacity of STP to be provided considering the quantity of domestic effluent to be generated during the operation phase of the project. Location of STP on layout plan of the project.

2. STP sludge management plan.

3. Actual built up area of the project and the project plans showing the project details such as built up area, FSI area, basement area, hollow plinth area etc. as presented before the committee.

4. Explore the possibility of increasing the parking area provision for the project. Realistic details on the parking area provision based on the actual area available in the basement and hollow plinth.

5. Exact distance between the nearby ‘Kans” from the nearest building line of the project. NOC from irrigation department showing the requirement of margin to be left from bank of the adjacent natural drain.

6. Revised layout plan showing the provision of adequate margin space between the project boundary and the adjacent natural drain as per the requirement of irrigation department.

of 96


7. Photographs with date & GPS location showing the current status of the project site.

T. P. Scheme map of VMC showing the location of the proposed project site. 27. Atlanta Block No.249,O.P.No. 110,F.P.No.110,T.P.S.

No.24 (Mota-Varachha-Utran), Surat Screening & Scoping


Sr. No. Particulars Details 1. Proposal is for New Project 2. Type of Project Commercial 3. Project / Activity

No. [8(a) or 8(b)]

8(a)


Atlanta


Mr. VasudevbhaiJayantibhaiRaiyani


Rs. 30crores


No

8. Project Details Land / Plot Area (m2):6,586 FSI area (m2):14,814.53 Non FSI area (m2):9,605 Total BUA (m2):24,419.53

Permissible Proposed FSI Area (m2) 14,818.50 14,814.53 Ground Coverage (m2) 2,963.7 2,963.54 Common Plot Area (m2) 659.02 659.02 Max. building height (m) 65 m 43.95 m

9. Building Details No. of Buildings:1 No. of Blocks:4 Scope of buildings/blocks: 2 level basement + ground floor + 4

floors No. & type of Commercial Units:248 units Details of amenities if any:-


1116


Water requirement (KL/day): 30 Source of water: SMC Waste water generation quantity (KL/day): 2.28 Mode of disposal:Details of reuse of water, if any: SMC drainage

line 12. Water & waste

water details Fresh water requirement (KL/day):52 Source of water: SMC

of 96


during operation phase

Waste water generation quantity (KL/day): 40 Mode of disposal: disposed in to SMC drainage line


Both drainage and water supply line are exist at the site





Top Soil & excavated earth

24,000 24,000 Utilized for backfilling and greenbelt development within project site

Construction debris

36 kg/day Nil Sold off to recyclers

Steel scrap Discarded packing materials





Dry waste 200 kg/day Door to Door collection system of SMC

Disposal at Khajod Disposal Site

Wet waste 134 kg/day

Details of segregation if to be done: Separate bins for dry and wet waste provided to each unit.

Capacity and no. of community bins to be placed within premises: 2 nos of bins having total capacity of 200 kg for dry waste and 150 kg for wet waste will be provided in the building.

Landfill site where waste will be ultimately disposed by local authority: Khajod Disposal Site


Parking area requirement for Commercial units as per GDCR: 4,444.35 m2


Number of CPS requirement for commercial units as per NBC:296

Total Parking area provided (m2) & No. of ECS: 9909.83 m² and 330 ECS

Parking area provided in basement (m2) & No. of ECS: 8302.22 m2 and 260 ECS

Parking area provided as open surface (m2) & No. of ECS: 1607.61m2 and 70 ECS.


Width of adjacent public roads: 36 m wide TP road. Number of Entry & Exit provided on approach road/s: Two gates

of 96


will be provided. Width of Entry & Exit provided on approach road/s: 4 m Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width for the plantation): -- Width of all internal roads: --


Provision of aerated coke (Foam Type) in wash basins, kitchen, low flush water closets in toilet and pressure reducing valves in water pipeline, rain water harvesting & ground water recharge scheme.


Power supply: Maximum demand:1500 KW Connected load:1600 KW Source:DGVCL Energy saving measures: Maximum utilization of natural light,

roof-top thermal insulation, CFL lighting fixtures in the common areas, appropriate design to shut out excess heat and gain loss, use of solar energy in external lighting (Landscape lighting), use of aerated block [Cement + Fly Ash + Air mixture] will be used to reduce heat stress inside building etc.

DG Sets: No. and capacity of the DG sets:3 nos. and 65 KVA Fuel & its quantity: diesel (10 Liter/h) Note : - D.G. Sets will be used in case of power failure or fire

emergency 19. Fire and Life

Safety Measures



No. of floors

Floor area

No. of staircase


Travel distance (m)

A 4 2,951.07 m2

6 1.53 m Less than 15 m


Level of the Ground water table: 14m No. & dimensions of RWH tank(s) :- No. and depth of percolations wells :2 Details on Pre-treatment facilities :---


Tree covered area (m2) :300 Area covered by shrubs and bushes (m2):200 Lawn covered area (m2):200 Total Green Area (m2):500 Green Area % of plot area:7.6% No. of trees and species to be planted:120

23.


Green belt development : 30 Lacs Drainage and rain water harvesting: 25 lacs Solar and energy saving: 25 lacs Total: 80Lacs

of 96



Loading & transportation in covered Trucks, covered shed provided for cement unloading activity, temporarily wind screen around project site, sprinkling of water on roads and in vicinity of storage area.


Fly ash bricks, aerated block, paving blocks, use of RMC, use of lead free paints.

During the course of discussion in the meeting, the committee observed that the project proponent has

not proposed to construct a compound wall on the side approaching the main 36 m wide T.P. road. The

committee was of the view that in the absence of compound wall, vehicular parking in such commercial

projects may result in the congestion and blockage of the main road. The project proponent was asked to

make provision of compound wall of at least 4 ft at the side approaching the main 36 m wide T.P. road to

distinguish the parking area. After detailed discussion it was decided to consider the project only after

satisfactory submission of the following:

1. Details on type of commercial units to come up in the project and type of activities to be carried out in the proposed commercial project.

2. Undertaking stating that a compound wall will be provided at the side facing the main 36 m wide T.P.road.

3. A drawing showing the maximum travel distance of the nearest staircase from the farthest corner of the floor as well as between the two staircases with the help of 30 m radius circles taking staircases as a centre of the circles.

4. Land possession documents, list of partners & directors of the company and copy of permission obtained for non agricultural use of the project site or a copy of documents showing the correspondences made in this regard.

5. Layout plan of the project showing adequate margin all round the periphery for easy unobstructed movement of fire tender without reversing.

The additional information received from the project proponents, which was sought during various SEAC

meetings for granting Environmental Clearance to the projects. The said submissions by the project

proponents were considered by the committee during the meeting and as it was found satisfactory, the

committee decided to recommend the following projects for grant of environmental clearance.

Sr.no. Name & address of the project

1. M/s. Advanced Resin Pvt. Ltd., Plot no.54,55, GIDC-Savli, Vill. Manjusar, Ta.: Savli, Dist.: Vadodara.

2. “Live In Style” at T.P.S. No. 11(Adajan), F.P. No. 84, O.P. No. 53, R.S. No.-436, Village: Moje Adajan, Surat.

of 96


Distance of the project site from river Tapi with reference to the applicability of the CRZ Notification, 2011 was further got verified through regional office of Gujarat Pollution Control Board located at Surat and according to which the boundary of the project site is 300 m away from the bank of river Tapi.

Submission of the project proponent and the site visit report of R.O Surat of GPCB was considered by the committee in the meeting and it was decided to recommend the project for grant of environmental clearance

3. “River View Heights” at B.No:53+59+60+62+63, O.P.137,F.P.No.137, T.P.S.No.25, Vill: Varachha, Ta: Choryasi, Dist: Surat

4. "SRFD Exhibition Centre" at EES2, Behind Gayakwad Haweli, East Bank of Sabarmati river , between Ellis bridge and Sardar bridge, Ahmedabad

5. “Empire Business Hub” at F.P.No104, O.P.No.3104, S.No.458/1, 458/2, T.P.S.No.42, Sola- Science City Road, Ahmedabad.

Submission of the project proponent was considered by the committee in the meeting and it was decided to recommend the project for grant of environmental clearance with plot area of 4,067.0 m2 and the proposed built up area of 27,383.49 m2 as per the project plans submitted.

6. “K. N. Patel”, at Block No:44, O. P. No. 42/A, F.P.No.91, T.P.S.No.30 (Rander), Vill:Rander, Ta: Choryasi, Dist: Surat

Distance of the project site from river Tapi with reference to the applicability of the CRZ Notification, 2011 was further got verified through regional office of Gujarat Pollution Control Board located at Surat and according to the visit report dated 04/02/2015 the boundary of the project site is 127.8 m away from the bank of river Tapi. Further the project site is on the upstream side of Singanpore weir.

Submission of the project proponent and the site visit report of R.O Surat of GPCB was considered by the committee in the meeting and it was decided to recommend the project for grant of environmental clearance.

7. Residential High Rise Building, T.P.S.No.81, R.S.No.580, F.P. & O.P.No.189, Dumas, Ta: Choryasi, Dist: Surat.

8. -“Vandematram Homes” at S.No.69/1 & 70/1, T.P.S.No.66 (Ranip-Chandlodiya-Chenpur), F.P.No.178, Village:Chenpur, Ta:Dascroi, Dist: Ahmedabad

9. “Suramya Abode-Phase-II” Block No.218, 219,220,221,224,237,251,264,292,297,410, 411,416, 417,423,424 Vill : Rethal , Ta : Sanand Dist : Ahmedabad

10. “Hasmukhbhai R. Aahir” Sub Div. No.2, F.P.No.59/A/Paikee, O.P.No.59, New S.No.248+260+261+264/1 Paikee sub plot no. 2 paikee sub division no. 6, Moje Vesu, D.T. P.S.No.75(Vesu-Magdalla-Gavier-Abhava), Surat

11. “Prafulbhai Rameshwarbhai Bhatt”, B.No. 657/p, (S.No.936 & 937), Vill:Bill, Dist: Vadodara.

12. “Aaijee Residency”, B.No.4/A, 5(Kumbhariya), T.P.S.No.35 (Kumbharia-Saroli-Sania-Hemad-Devadh), O.P.No.55, 58, F.P.No.55,58, Choryasi, Surat

of 96


13. “Arjun Grace”, S.No.230/2/1/2, F.P.No.230/2/1/2, Naranpura, Ahmedabad.

14. “Vandemataram Cross Wind (Icon-2)”, F.P.No.58, S.No.233/1, O.P.No.58, T.P.S.No.33, Gota, Dascroi, Ahmedabad.

15. Aarohi Elysium, S.No.464, O.P.No.150, F.P.No.150+157/1, T.P.S.No.3, Bopal, Dascroi, Dist: Ahmedabad.

16. “Malabaar County-2”, S.No.89/1, 91/1, 92/1, 93/1, 93/2, 93/3, 94/2, F.P.No.36/1,38/1, 39,41,42,43,45, D.T.P.S.No.64, Tragad, Ahmedabad.

The additional information received from the project proponents, which was sought during various SEAC

meetings for granting Environmental Clearance to the projects. The said submissions by the project

proponents were considered by the committee during the meeting and as it was found satisfactory, the

committee decided to recommend the following projects for grant of amendment in environmental

clearance order earlier granted.

Sr.No. Name & address of the project

1. “Mr. A. S. Shah” for the residential building construction project at T.P.S.No.13 (Bharthana-Vesu), F.P.No.129 & 142, B.No.209 & 220, O.P.No.106,119, Bharthana-Vesu, Ta :Choryasi, Dist :Surat

2. “Expressions”, T.P.S.No.13(Bharthana-Vesu), Block No.14/A,14/B,O.P.No.14/ 1,14/2,F.P. No.20,21,Bharthana-Vesu,Choryasi,Surat

The following proponents did not remain present during the meeting:

1. Century Plyboard, Plot no.:186, GIDC-Mithi Rohar, Vill:Mithi Rohar, Tehsil:Gandhidham, Dist: Kutch.

2. Patel Polymers, C-1/511,GIDC Estate, Odhav, Ahmedabad.

3. Uni World Sugars Pvt. Ltd., Versamedhi, Ta.: Anjar, Dist.: Kutch.

It was decided to call them in the upcoming meeting of SEAC.

The project proponents at sr. no. (3) above i.e. M/s: Uni World Sugars Pvt. Ltd. have submitted the letter for exemption to obtain environmental clearance.

As per their letter dated 23/09/2014 regarding exemption to obtain environment clearance as

per the amendment in EIA notification dated 25/06/2014. PP has requested to exempt from

obtaining environmental clearance. This project was for installing coal based power plant of

4.8 MW capacity. As per the amendment in EIA notification dated 25/06/2014, Coal based

power plants having capacity less than 50 MW are exempted. In view of this, the request

of 96


was considered by the committee and it was decided to delist the proposal from the list of

the applications for getting Environmental Clearance pending with SEAC, Gujarat and to

close the file.

Minutes approved by :

1. Shri T. P. Singh, Chairman, SEAC.

2. Dr. Nikhil Desai, Member, SEAC.

3. Shri V. C. Soni, Member, SEAC.

4. Shri Natarajan Pratap, Member, SEAC.

5. Dr. Mayuri Pandya, Member, SEAC.

6. V.N.Patel, Member, SEAC.

7. K. C. Mistry, Secretary