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Environmental Impact Assessment &
Environmental Management Plan (EIA & EMP Report)
FFOORR
Expansion of Project by
Addition of New Products (Pharma Intermediates)
AATT
MM//ss.. BBlliittzzkkrriieegg OOrrggaanniiccss && BBiioocchheemmiiccaallss IInndduussttrriieess
Plot No. 5067, GIDC Industrial Estate, Ankleshwar, Dist – Bharuch, State: Gujarat.
Prepared by:
ENVIROCARE TECHNOCRATS PVT. LTD. (((NABET Accredited No. NABET/EIA/1821/RA 0134 rev. 01)))
201 – New Opera House, Near CNG pump & Harish Dyeing, Khatodara, Surat – 395002. E –mail: [email protected] / [email protected] Mobile: 9727925122
s. M. SAIYAD, IFS
MEMBER SECRETARY
sErAA (GUJARAT)
STATE LEVEL ENVIRONMENTIMPACT ASSESSMENT
AUTHORITYGUJARAT
Government of Gu
ByRPADNo. SE|AA/GUJ/TOR/5(fl/aOp t2019 Date: 1 $.i,ii' ?i}]g
Time LimitSub: Terms Of Reference to M/s. Blitzkrieg Organics & Biochemicals lndustries for setting up of 'Synthetic Organic
Cheriricals' manufacturing plant at Plot No. 5067, GIDC lndustrial Estate, Ankleshwar, Bharuch.
Ref: Your Proposal No: SIA/GJ/IND2/29819/2018.
Dear Sir,
This has reference to your online application dated 2611112018 along with Form-l submitted to SEIAA. The project
activity is covered in 5(f) and is of 'B'Category.
The SEAC, Gujarat vide their letter dated 2511212018 had recommended to the SEIAA, Gujarat, to grant the Terms Of
Reference for the above-mentioned project based on its meeting held on 2211212018.
The proposal was considered by SEIAA, Gujarat in its meeting held on 3O11212018 at Gandhinagar. After careful
consideration, the SEIAA hereby accords Terms Of Reference to above project under the provisions of EIA Notification dated 14th
September,2006.ThecopyofTermsofReferenceisattachedherewith.
(s. M. SATYAD)
Member Secretary
Encl: As Above
/sssed to;M/s. Blitskrieg Organics & Biochemicals Industries '
Plot No. 5067, GIDC Industrial'Estate,Ankleshwar, Bharuch :"r
Office: Gujarat Pollution Control Board, "Paryavaran Bhavar" Sector-10 A, Gandhinagar-382010Phone N o. : - (07 9) 232-32 1 52,232-41 5 14 Fax No, :-( 07 9) 232-227 84
E-mail : rnsseiaagi @gmail.com, Website :- www. seiaa. guj arat.gov. in
Page I of I
Terms of Reference [ToR] to M/s Blitzkrieg Organics & Biochemicals lndustries, Plot5067, GIDC Industrial Estate, Ankleshwar - 393002, Dist : Bharuch, State: Gujarat.expansion in manufacturing plant of 'Synthetic Organic chemicals' (ProposalslA/GJ/I N D2t29819/201 8)
Category of the unit: 5(f)
Project status: Expansion
l. This is in reference online proposal no. SIA/GJ/1ND212981912018 dated 2611112018 made by project proponent (PP)
regarding grant of Terms of Reference [oR] for preparation of EIA/EMP report.
ll. Considering the above project details, the terms of reference (ToR) are prescribed as below and as per the standard
TOR for the Synthetic Organic Chemical projects recommended by SEAC vide letter no. EIA-10-GEN-2'1/1480 dated
1410912017 and approved by SEIAA in its 12th meeting dated 16/09/2017 lor the EIA study to be done covering 10 Km
radial distance from the project boundary.
1. PP shall address area adequacy considering following aspect of :
. To address proportionate availability of space for production plantr To address proportionate availability of storage area for raw materials, finished goods, utilities and
goods carrier movement within premises.o To address proportionate captive/common infrastructure available to accommodate additional load
due to proposed expansion.. Environment impact and its mitigation measures for common/ captive infrastructure due to proposed
oroduction
Leak Detection and Repairing Programme (LDAR) for all the volatile organic solvent proposed for use in-
house with detailed chemical properties including vapor pressure. LDAR shall endeavor prevention of losses
of solvents to the best minimum extent.
Compliance of MoEFCC's OM dated 0110512018 regarding "Corporate Environment Responsibility' (CER).
Fund allocation for Corporate Environment Responsibility (CER) shall be made as per MoEFCC's O.M. No.
22-6512017-lA.lll dated 01lO5l2O18 forvarious activities therein. The details of fund allocation and activities
for CER shall be incorporated in EIA/EMP report.
Safety precautions including flame proof electric fittings to be taken to avoid fire hazard & Occupational health
hazards during unloading, storage, transportation, handling and processing of hazardous chemicals like
sodium metal,oleum, Chloroform,Acetic An Hydride, chlorine etc.
PP shall furnish status of all the applicable rules, acts, regulation, clearances in a tabular form.
Explore the use of renewable energy to the maximum extent possible. Details of provisions to make the
project energjy-efficient through energy efficient devices and adoptlon of modes of alternative eco-friendly
sources of energy like solar water heater, solar lighting etc. Measures proposed for energy conservation.
PP shall address spent solvent with details of storage, handling and re-use under the Hazardous and other
lil
Waste (Management and Transboundary Movement)Rules 2016.
8. Safety precautions including flame proof electric fittings to be taken to avoid fire hazard during unloading,
storage, transportation, handling and processing of Solvents.
The aforementioned project specific TOR along with standard TOR approved by SEIAA and the model ToRs available
in the MoEFCC's sector specific EIA Manual for 'Synthetic Organic Ghemical Industry' shall be considered as
generic TORs for preparation of the EIA report in addition to all the relevant information as per the generic structure of
EIA given in Appendix lll in the EIA Notification, 2006.
The project proponent shall have to apply for Environmental clearance through online portal
http://environmentclearance.nic.in/ along with final EIA report.
. - .,:, r i:1il,,ii;l -.-.... 1',."
''.*49,,..4 i],t 1.
... ..r''- *'-rl
., . ,,
'...,', i I;l i: i+'t'",,00/,''_ ..i. r!\ad.,/ ::.i
... t' ,;, oi,l.lf t,
Poge I of 7
No.for
No:
a
4.
5.
6.
7.
tv.
Proiect details
r Svnthetic Orqanic Chemicals 5(f)
. For Terms of Reference [ToRl
o Expansion of proiect
V. Basic lnformation of the project:
Name & Address of tne erolectEitelCompletedetails with plot no./Survey no., Landmark etc. )
M/s. Blitskrieg Organics & Biochemicals lndustriesPlot No. 5067, GIDC Industrial Estate, Ankleshwar - 393002,Dist - Bharuch, State: Guiarat.
for correspondence Plot No. 5067, GIDC Industrial Estate, Ankleshwar - 393002.Dist - Bharuch, State: Gujarat.Contactno.ano@ Mo. no. :+91 95740 22289, +91 99797 96765
Aerial distance of nearest Habitat frMy Kosmadi Village: 3.00 km
Longitude & Latitude of the projeE Sitel(+iorneEof the site) 21'36'52.62"N 73' 2'11.40'E
21"36'52.51"N
21"36',51.75.N 73" 2'12.95"E
21'36'51.87'N 73' 2'11.32"E
ategory as per the Schedule to the EiANotification 2006 i.e. 1
5 (f) Synthetic Organic Chemicals iSub-Cateqory: 81 : ':Applicability of ceneratEonditionJof Eif
Notification 2006: i.e.Ensure that
(1) Protected areas notified under the Wildlife(Protection) Act, 1972;
(2) CEPI areas(3) Eco-sensitive areas and(4) Inter-state boundaries and international
boundaries; are not located within 5 km or10 km (as the case may be) area from theboundary of the proposed site.
(1) No
(2) Yes, As per MoEF notification J-11013/5/201O_tA.ilfl)dated 1310112010, Ankleshwar was considered as acritically polluted area and again lifted the moratoriumvide MoEF O.M. No. J-11013t8t2O1O-tA.il(t) of dated2511112016 & extended thereofs.
(3) No(4) No
Vl. Product profile:
Sr.No. Name of the Products CAS no.
Quantity (MT/Month)
End-use of the productsExisting Proposed Total
4I Distillation of Spent Solvent 210 210
5
Sell to Pharma / pigment /rtthher / nninf indr rclnr
2. Pthalamide 85-41-6 Pharma lntermediate? 3-4 Nitro Chloro Benzoic Acid 96-99-1 5 Pharma lntermecliate4. Para Chloro Benzoic Acid 74-11-3
10 10Pharma IntermeCiate
Ortho Chloro Benzoic Acid 118-91-2 Pharma Interme.Jiateo. Sulphonamide
1 6673-34-0 5 Pharma Intermediate7. 2, 4 Di Chloro Pyrimidine 3934-20-1
z 2
Pharma Intermediaten 2 Chlorobenzldehyde S - Sulfonic
Acid Sodium Salt 3351 3-44-9 Pharma Intermediate
Di Potassium Urea phosphate 4861-19-2 o? 93 Pharma Intermediate10. Nitro Chlorobenzophenon 34052-37-4
10 10
Pharma Intermediate11
3 - Nitro 4 - Aminobenzophenone(NABP) 31431-19-3 Pharma lntermediate
Page 2 of 7
aa Di Aminobenzophenone 39070-63-8 Pharma Intermediate
13. 2 - Nitro 4 - Thiocvno Aniline 54029-45-7 Pharma Intermediate
14.3 - (2 -Amino - 2-Oxoethyl) - 5 -Methvl - Hexanoic Acid
1 81289-1 5-6 Pharma Intermediate
15 Adduct 14527-26-5 Pharma lntermediate
to. Meta Bromo Anisole 2398-37-05
Pharma lntermediate
17. Meta Bromo Nitro Benzene 585-79-5 Pharma lntermediate
Total 220 125 345
The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.
Vll. Salient features of the project including Water, Air and Hazardous waste management:
Existing: 23 (Male-21, Female-02)
Proposed :45 (Male-42, Female-03)
Total:68 Female-05
Existing: Rs.2.1480 CroreProposed:0.70CroreTotal:2.848 Crore
Total cost of Proposed Project(Rs. in Crores):
Existing: 1 128.00Sq. m.Proposed: -Total: 1128.00Sq. m.
Tolal Plot area( sq. meter)
Existing:24.00Sq. m.Proposed; 90.00 Sq. m.Total: 114.00 So. m.
Green belt area( sq. meter)
Employment generation
,Water
GIDC, AnkleshwarSource of Water Supply(G|DC Bore well, Surface
, Tanker supply etc..,)
Requested to GIDC for additional water requirementStatus of permission from the concern authority.
Water consumption (KLD)
Total water requirement the project:44.80K1DQuantity to be recycled:NlL
Grand Total (A+B+C)
Waste water generation (KLD)
Poge 3 of 7
Category ExistingKLD
Proposed(Additional)
KLD
Total afterExpansion
KLD
Remarks
(A) Domestic 0.80 1.60 2.40
(B) lndustrial
Process /r.()C 7.65
Washing 0.20 0.20Boiler 1.10 1.10
Coolino 0.05 0.05
Others (Scrubber) 0.30 0.30
Total Industrial wastewater 9.30 9.30
iv pacity [For existing and P-roposed]
iln-house ETP (Primary, Secondary, Tertiary), MEE, Stripper, Spray Dryer, STP etc"'l
Existing: Unit is ZLD.
proposed: In-house ETP of capacity 12.O0KLD having Primary Treatment will be installed.
Mode of Disposal & Final meeting point
lndustrial: herancil|aryoperationwi||al|owedintoiit-houseETp for its primarylreatment, after giving primary treatment it will forwarded to common MEE facility,
manaoed bv BEIL. Ankleshwar.
VI In case of Common tacitity (Cf) tit<e Cffp, Common Spray dryer, Common MEE, CHWIF etc'
Name of Common facilitY
" ^|at" " a"tton MEE - M/s. BEIL, Ankleshwar
(For waste water treatment)Unit has membershi.p of CMEE of M/s. BEIL, Ankleshwar
vll simplified water balance diagram with reuse / recycle ol waste water
TOTAL WATER REAUREMENT = 44.80 KLD
TNDUSTRIAL
41,28 KLD
vii Reuse/Recycle details (KLD)1
Total reuse - No ReuseSource of waste water for reusewith quantity in KLD
Application area withquantity in KLD
Remarks regarding feasibilitY toreuse i.e. w/w characteristics (COD'BOD. TDS etc.)
E AirPage 4 of 7
);
Flue gas eNo. of Boil,Existing E
mission details:rs/TFHlFurnaces/DG sets etc. with capacities viz. TpH, Kcar/hr, MT/hr, KvA etc.. Proposed
SR,No.
Source of emissionWith Capacity
StackHeight(meter)
Type ofFuel
Quantityof FuelMT/Day
Type ofemissions
i.e. AirPollutants
Air PollutionControl
Measures(APCM)
St"rr 8"il"(C"pr"tf500 kg/hr) 1100
]
ExistiNatural
Gas
ng
124 m3lday PM
JU2NOx
Adequate stackheight is provided
1
IThermic Fluid Heater(Capacity: 1.0 Lac Kcal/hr) 11.00 Natural
Gas 150m3/day
Steam Boiler (Cup"",til1000 kg/hr)
|
;;-l Proposed
Nr"trrrafGas I
248 m3lday PM
SOz
NOx
Adequate stackheight will be
provided4 D. G Set - 02 Nos. (StandBy) (Capacity: 125 KVA) 6.00 HSD 35 UHr in
eacnii Process g_as_i.e. fypu o
Existing & Proposed
,i:1 ,-'
F.i;4
\H*4'l
Sr.no.
Jpectttc tiource ofemission(Name of theProduct & Process)
Type ofemission
StackA/entHeight (meter)
Air Pollution ContiolMeasures(APCM)
Existinc
Propose,
1Process Stack-1(NCBP, NTA)
HCI 9.00 mWater Scrubber followed bv
AlkaliScrubberZ
Process Stack-2(MBNB) HBr 9.00 m
Process Stack-3( PCBA, OCBA)
*NO"9.00 m
Two stageAlkali Scrubber'4 Process Stack-4
(NCBP)**SOz
9.00 m
ill Fuqitive emission details with its mitin:iionF Sources of fugitive emissions will be fro
and from vehicle movement on internal roao.! To minimize fugitive emission, powder material will be allowed in a vessel through closed loop while liquid material
will be charged through pipeline.) Transportation of raw materials & products will be carried out by trolley within premises and minlmum manual
material handling will be carried, so the fugitive emission due to proceis activiiy and material handling will benegligible.F
(as per the Hazardous and Other Wastes (Management and Transboundary Movement) Rules 2016.Existing &Proposed
Page 5 of 7
!
* Eir
Name ofHazardouswaste
Soent solvent whichare mentioned insoecific condition ofauthorizationReceotion fromGPCB authorizedunits who hasauthorization in validCCA to sell thiswaste and distillate itin own unit.
1597.22 4117.222520.00GPCB
authorizedUnit
Spent Solvents
Disposal by sent it toauthorizeddecontaminationfacility/ recycler orreuse or send back tosupplier
Empty barrels /containers /linerscontaminatedwith hazardouschemicals /wastes
Collection, Storage,Transoortation and
10.00 | Disposal by send it toTSDF - BEIL,AnkleshwarDisposal byco-processing atcement industry ORr ,
by incineration in i :,
common incinerator''of BEIL. AnkleshwarReuse in plant &machinery aslubricant OR sell it toauthorized re-refiners
105.00 MTI/ear willbe reuse withinpremises andbalance quantity(317.55 MT/Year) willbe disposed byselling to Authorizedend user as per Haz.Waste Rule-9 andafter getting - priorpermission fromGPCB,
422.55Dilute HNOgSolution(10-12 Yo)
Process(Product
No.4 & 5)
Collection, Storage,Transportation &Disposal by sell outto authorized userswho is havingauthorization withvalid CCA and rule 9permission to receivethis waste
Dilute HzSOaSolution(60-65 %)
Process(ProductNo. 08 &
17)
Collection, Storage,Transportation &Disposal by sell outto authorized userswho is havingauthorization withvalid CCA and rule 9permission to receivethis waste
ScrubberHydrobromicAcid Solution(25 o/o)
Page 6 of 7
Collection, Storage,Transoortation &Disposal by sell outto authorized userswho is havingauthorization withvalid CCA and rule 9permission to receivethis waste
Spent HCI(30 %)
Scrubber
Collection, Storage,Transoortation &Disposal by sell outto authorized userswho is havingauthorization withvalid CCA and rule 9permission to receivethis waste
ScrubberSodium Sulfite(25-26%)
Collection, Storage,Transportation &Disposal by sell outto authorized userswho is havingauthorization withvalid CCA and rule 9permission to receivethis waste
PhosphoricAcid(25-30 o/o)
Process(ProduclNo. 07)
ScrubberSodium Nitrate(35-40 %)
Collection, Storage,Transportation &Disposal by sell outto authorized userswho is havingauthorization withvalid CCA and rule 9oermission to receivethis wasteCollection, Storage,Transportation andDisposal by send it toTSDF site
Membership details of TSDF. CHWIF etc. Unit has got membership of TSDF site M/s. BEIL.
Details of Non-Hazardous waste & its disposal(MSW and others)
Source of Generation
Employees working in thepremrses
Collected in separate binand disposed to bin ofGIDC.
Sell to local scrap vendorIndustrial Waste(Glass wool flnsulating
From Raw Material & Sell to local scrao vender
Solvent management, VOC emissions etc.
Types of solvents, Details of Solvent recovery, % recovery. reuse of recovered Solvents
in-house solvent recovery plant is installed.
VOC emission sources and its mitiqation measures
> VOCs generation will be from storage and usage of raw materials.
Page7 of7
-Annexure - I1. A tabular chart with index for point-wise compliance of below mentioned TORs.
2. Executive summarv of the project - giving a prima facie idea of the objectives of the proposal, use of
resources, justification, etc. In addition, it should provide a. compilation of EIA report, including EMP and
the post-project monitoring plan in brief.
3. Justification for selecting the proposed product and unit size.
4. Land requirement for the project including its break up for various purposes, its availability and
optimization
5. Land possession documents. Copy of NA order showing permission to use the project land for industrial
purpose. lf located in GIDC, copy of plot holding certificate obtained from GIDC Authority.
6. Location of the project site and nearest habitats with distrances from the project site to be demarcated on a
toposheet (1: 50000 scale).
7. Topography details of the project area.
i 8. Geological features and geo-hydrological status of the study area.
9. tn case of proiect located outside notified area: Legal Undertaking stating that unit is complying the three
' conditions [i.e. water consumption tess than 25 M3/day; Fuel consumption less than 25 TPD; and not
covered in the category of MAH units as per the Management, Storage, lmport of Hazardous Chemical
, Rules (MSIHC Rutes), 19891 as per the amendment to EIA Notification, 2006 vide SO 1599 (E) dated
25106t2014.
10. Present land use pattem of the study area shallbe given based on satellite imagery.
11. Layout plan of the factory premises clearly demarcating various units within the plant. 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.
12. Technical details of the planVs along with details on best available technologies (BAT), proposed
technology and reasons for selecting the same.
13. Product spectrum (Proposed products along withproduction Capacity) and processes.
14. Chemical name of each proposed product to be manufactured. Details on end use of each product.
(Provide CAS number of all the products & raw materials. In case of Dyes, Cl number).
15. Details on raw rnaterials, source and storage within the premises.
16. Details of complete manufacturing process / operations of each product along with chemical reactions,
process flow diagram describing each unit processes and unit operations along with material balance,
consumption of raw materials etc.
17. Details on strategy br the implementation of cleaner production activities.
18. Assessment of source of the water supply with adequacy of the same to meet with the requirements for
the project. Permission obtained from the conern authori$ for supply of raw water.
19. Undertaking stating that no bore well shall be dug within the premises (lf project is located within the
Industrial estate).
20. Details on water balance including quantity of effluent generated, recycled & reused. Details of methods to
be adopted for the water conservation.
21. Efforts to minimize efflu.ent discharge and to maintain quality of receiving water body.
22. Explore the possibilities for Zero Liquid Discharge (ZLD) option for the proposed project.
23. Segregation of waste streams, characterization ancl quality with specific treatment and disposal of each
stream including action plan for maximum recycle of treated waste water and minimum discharge for
effluent.
24. Capacity of ETP in KUday. Details of ETP including dimensions of each unit along with schematic flow
diagram. lnlet, transitional and treated effluent qualities with specific etficiency 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 concunenfly
Copy of permission letter with quantity (Kl/day) from the concern authority of draiiage network /
pipeline with confirmation for spare capacity available to take additional effluent.
Characteristics of the combined effluent and treated water to be sent to Common pipeline with
reference to the MoEFCC/CPCB/GPCB discharge norms.
Poge I of 5
lll. Provision for continuous Monitoring system for waste water discharge. Annexure - I
26. ln case of waste water sent to Common Facilities (CF) like CETP, MEE, Spray Dryer etc.
a. Detailsof Commonfacilitiesincluding(1)Totalcapacityof theCF(2)Copyof CC&Aof theCF. (3)Actual load at present (Qualitative and Quantitative - KL per day) (4) Booked quantity & Sparecapacity of CF (5) Copies of XGN generated Inspection reports with analysis reports of thewater/Air/Hazardous samples collected by GPCB (Last 2 year). Copies of instructions issued byGPCB in last 2 year and point wise compliance thereof. (6) Copies of Show- cause notices,closure notices etc. served by the GPCB and its compliance (6) Recommendations andsuggestions of the last two Environment Audit reports of CETP and its compliance report. (71
Common Facility Up gradation scheme, if any.b. Status of compliance to the 18(1) (b) direction issued by the CPCB with respect to CETP
compliance & CEPI area action plan along with relevant supportive documenLc. Give status of compliance of Environmental norms of existing Common Infrastructure i.e. CETP,
MEE & Spray Dryer (Whichever is applicable) in which you are a member.d. Submit adequacy of Gommon lnfrastructure i.e. CETP, MEE & Spray Dryer for additional load
(Whichever is applicable) along with written confirmation/membership certificate mentioning thesame (Total consented quantity, total quantity booked so fiar, quantity booked for the unit, sparequantity available).
27. ln case of Zero Liquid Discharqe (ZLD) :
L Action plan for'Zero' discharge of effluent shall be included. Notarized undertaking for assuring thatunderground drainage connection will not be taken in the unit and there shall be no effluentdischarge outside the plant premi'ses.
ll. dconomica! anC technical viability of the effluent treatment system to achieve Zero Liquid Discharge
eLet,.' lll. Certification of adequacy of proposed ZLD scheme through credible institutes of National repute.lV. To estimate & monitor ground water quality & its contamination status, piezometer wells, one on up
gradient of the groundwater flow and other three on the down gradient side of the ground water flowof the proposed project at different depth based on available ground water depth shall beestablished and all the parameters mentioned in lS 10:500 for potable water standard shall bemonitored.
28. ln case of in-house MEHSpray drver for waste water treatment Capacity of MEE/Spray dryer in KUhr.Technical details of MEE.lnduding evaporation capacity, steam required br evaporation, adequacy of tfreproposed boiler to supp$ stearn br euaporation in addition to the steam required for the procaee eE.Techno-economical viability of the evaporation system. Conhd measures proposed for the enaporatbnsystern in order to avoid/reduce gnseous emissionA/OC from evaporation of industrial effluent containingsolvents & other chemicals.
29. Technicaldetails of ATFD/Crystallizer/ spray Dryer, RO/NF system etc. (lf any).30. Details of the treatability and feasibility of wastewater to be disposed off by means of spray dryer and its
irnpact on environment and Human Health
31. Undertaking stating that a separate electric meter will be provided for the wastb water treatment systemviz. ETP, RO, MEE, Spray dryer etc. (Whichever is applicable)
32. Economical and technical viability of the effluent treatment system.33. Plans for management, collection and disposal of waste streams to be generated from spillage, leakages,
vesselwashing, used container washing etc, Measures proposed for preventing effluent discharge duringunforeseen circumstances.
34. Action plan for reuse of liquid waste streams like Spent acids, Poly Aluminium Chloride etc. Withinpremises to convert into valuable products instead of sending outside to actual end-users.
35. .Adequacy of the proposed EMS with respect to the pollution load envisaged in terms of Air, Water and
nraldhilmFoga? otE
Annexure - I
be identified. Baseline studies may be conducted within the study area for all the concerned/identified
VECs and likely impacts will have to be assessed for their magnitude in order to identify mitigation
measures.
3g. One complete season base line ambient air quality data (except monsoon season) to be given along with
the dates of monitoring. The parameters to be covered shall be in accordance with the revised National
Ambient Air euality Standards (NAAOS) as well as project specific parameters like NH3, HCl, CL2, HBr,
VOC 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'
39. 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 dearly indbatng 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. lmpact due to vehicular
movement shall also be included into the prediction using suitable model. Results of Air dispersion
modeling should be superimposed on satellite lmage / geographicalarea map'
4A. 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.
4'1. Specific details ofa) Process gas emission from each unit process with its quantification.
b) Air pollution Control Measures (APCM) proposed for process gas emission'
pollution control measures (APCM) for process gas emission measures to
norms.
AdequacY of the air
achieve the GPCB
c) Details of the utilities required.
d) Type and quantity (MT/hr & MT/Day) of fuel to be used for each utility.
e) Flue gas emission rate emission from each utility.
D Air polution Control Measures (APCM) proposed to each of the utility along with its adequacy
g) List the project specific sources of fugitive emission along with its quantification and proposed
measures to control it.
h) Details on tail gas treatment.(lf any)
42. Provision of CEMS (Continuous Emission Monitoring system)'
43. Action plan forodour control to be submitted'
M. Management plan for hazardoudSolid waste including storage, handling, utilization and safe disposal as
per the Hazardous and other Wastes (Management and Transboundary Movement) Rules 2016. cPcB
guidelines in respect of specific treatment, such as solar evaporation, incineration, etc., need to be
followed.
4s. How the manual handling of the hazardous wastes will be minimized? Methodology of de-contamination
and disposal of discarded containers and its record keeping.
46. Management of by-products which fall under the purview of the Hazardous and Other Wastes
(Management and Transboundary Movement) Rules 2016 as per the said rules and necessary
permissions from the concern authority.
47. Membership of Common Environmental Infrastructure like TSDF, Common lncineration Facility (CHWIF)'
MEE, Spray dryer etc.
4A. Name and quantity of each type of solvents to be used for proposed production. Details of in-house
solvent recovery system including mass balance, solvent loss, recovery efficiency (% recovery), feasibility
of reusing the recovered solvents etc. for each type of solvent'
49. Appropriate monitoring network has to be designed and proposed, to assess the possible residual impacts
-,on VEC^s-.
EMp including the protection and mitigation measures for impact on human health and
as well as detailed monitoring plan and environmental management cell proposed for
and monitoring of EMP. The EMP should also include the concept of waste-minimization,
techniques, energy conservation, and natural resource conservation. Total capital
and recurring cosUannum earmarked for environment pollution control measures.
Poge 3 of 5
Annexure - I51. Details cf in-house monitoring capabilities and the recognized agencies if proposed for conductingmonitoring.
5,2. Permission from PESO, Nagpur for storage of solvents, other toxic chemicals, if any.53. 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 andmonitoring of the occupational injury to workers as well as impact on the workers. plan for pe1odicmedical checkup of the workers exposed. Details of work place ambient air quality monitoring plan as perGujarat Factories Rules.
54. Details on volatile organic compounds (VOCs) from the plant operations and occupational safety andhealth protection measures. Proposal for Leak Detection and Repair (LDAR) progpm as per the CpCBguidelines.
55. Risk assessment including prediction of the worst-case scenario and maximum credible accidentscenarios should be carried out. The worst-case scenario should bke into account the maximuminventory of storage at site at any point of time. The risk contours shoutd be plotted on the plant layoutmap clearly showing which of the facilities would be affected in case of an accident traking ptace. Basedon the same' proposed safeguard measures including On-Site / Off€ite Emergency ptan should beprovided.
56. MSDS of all the products and raw materials.57 ' Details of hazardous characteristics and toxici$ of raw materials and products to be handled and the
control measures proposed to ensure safety and avoid the human health impacts. This shalt include thedetails of Antidotes also.
58' Details of quantity of each hazardous chemical (including solvents) to be stored, Material of Construction(MoC) of major hazardous chemical storags tanks, dyke details, threshold storage quantity as perschedules of the Manufacture, Storage & lmport of Hazardous Chemicals Rules of major hazardouschemicals, size of the biggest storage tank to be provided for each raw materiat & product etc. How themanual handling of the hazardous chemicals will be minimized?
59' Details of the separate isolated storage area for flammable chemicals. Details of flame proof electricalfittings, DCP extinguishers and other safety measures proposed. Detailed fire controt plan for flammablesubstances and processes showing hydrant pipeline network, provision of DG Sets, fire pumps, jockeypump, toxic gas detectors etc.
60' Submit checklist in the brm of Do's & Don'ts of preventive maintenance, strengthening of HSE,manufactu rin g utility staff. for safety related measures.
61' Speciff safety precaut$ons to be taken for Chemical storage, prooess, handling & transportation hazard.62. Details on workers training before engaging work, periodical, in-house, outside etc.63. Details on various SOP to be prepared.64. Details on safety audit to be canied out and their comptiance status65. Specific safety measures to be taken for general Public tiving in the vicinity.66. Details on hazard identification i.e. HAZoP, HAZAN, Fault tree analysis, Event tree analysis, Checklist,
Audit etc. to be adopted for the safety operation of the plant.67. Detection and monitoring of VOC,s / gases.68. Detailed five year greenbelt development program including annual budget, planning schedule, species,
width of plantations, number of trees to be planted, area under green belt development [with map],budgetary outlay etc. along with commitment of the management to carry out the tree ptantation activitiesoutside the premises at appropriate places in the nearby areas and elsewhere.
69' Action plan for the greenbelt development - species, width of plantations, planning schedule, etc., inaccordance to CPCB published guidelines.
70' Detailed socio-economic development measures including community welfare program most useful in theproject area for the overall improvement of the environment. Submit a detailed plan for social @rporate
::{ri,.Xff,B$sibilities, with appropriate budgetary prwisions for the next five years and activities proposed to be",.'_.yr',,tif,i5].:Yrv"'!'vY' t"r" svvrv}/rrqte vsu9sr€rry PrevlitlullD lul ttte tlext IlVe yeafs anO aCUVffieS pfOpOSeO [Q Dg
*r,;,--*{,$q{; specific to the current demographic status of the area.' i 71 . (a) oo\9 \e company have a well laid down Environment Poticy approved by its Board of Directors? lfi $ I F9. ibrnJr*p detailed in the EIA report. (b). Does the Environment Policy prescribe for standard operating
Pqe4 of 5
Annexure - Iprocess / procedures to bring into focus any infringement / deviation / violation of the environmentar orforest norms / conditions ? lf so, it may be detailed in the ElA.
72. What is the hierarchical system or administrative order of the company to deal with the environmentalissues and for ensuring compliance with the EC conditions. Details of this system may be given.
73. Does the company have a system of reporting of non compliances / violations of environmental norms tothe Board of Directors of the company and / or shareholders or stakeholders at large? This reportingmechanism should bedetailed in the EfA Report.
74. Phase wise project implementation schedule with bar chart and time frame, in terms of site development,infrastructure provision, EMS implementation etc.
75. Certificate of accreditation issued by the NABET, QCI to the environmental consultant should beincorporated in the EIA Report.
76. An undertaking by the Project Proponent on the ownership of the EIA report as per the MoEF&CC OMdated 05/1012011 and an undertaking by the Consultant regarding the p;escribed TORs have beencomplied with and the data submitted is factually correct as per the MoEF&GC OM dated O4t}gt2}og.
77. All documents to be properly referenced with index and continuous page numbering.78. Where data are presented in the Report especiatly in Tables, the period in which the data were collected
and the sources should be indicated79. Project Proponent shall enclose all the analysiJtesting reports of water; air; soil, noise etc. using the
MoEF&GC/NABL accredited laboratories. A1l the original analysiJtesting reports should be availableduring appraisal of the Project.
80. ln case of Exoansion of the proiect
a. Need for the proposed expansion should be justified in detail.b. Adequacy of existing EMS (Environmental Management System). :
c. Explore the possibility to achieve Zero Liquid Discharge (ZLD) for existing as well as proposed activity.d. 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.e. Copies of Environmental Clearances obtained for the existing plant, its point wise compliance report.f. Environmental audit reports for last 3 years and compliance of its recommendations/Suggestions. (lnclude latest
audit report and its compliance.)g. Copy of Consent to Operate (CC&A) obtained along with point wise compliance status of all the conditions
stipulated therein.h. Compliance of MoEFCC circulars vide No: J-11011161812010-lAll (l) dated g}nsno1p and J-1 j}1gt41t2o}6-tA-
ll(l) dated 2W1OAOO9.i. Copies of XGN generated lnspeclion reports with analysis reports of the water/Air/Hazardous samples collected
- by GPCB (La.st 2 year). Copies of instrudions issued by GPCB in last 2 year and point wise compliance thereof.81. ln case of oroject is located in,Ankleshrarar-Panoti. Vatva-Narot & Vabi GIDC.
(A) 'Compliance of MOEFCC's OM no. J-110131512}fi-lA.ll (t) dated 25111t2CI16 regarding lifting ofmoratorium on the consideration of projects for environmental clearance.
(B) Compliance of direction under section 18 (1) (b) of the Water (Prevention and.Controt of polution)act, 1974 issued by CPCB dated 31/03/2016 regarding compliance of CETp.a) Action initiated by GPCB, if any, against proposed unit regarding non-compliance of prescribed standards
under the various environmental laws.b) Performance of CETP with respect to cunent hydraulic load & prescribeC standards with No Objection
Certificate of CE]P regarding incorporaiion of the proposed unit for acceptance of waste water.c) Performance of TSDF site with respect to current load & prescribed standards wilh No ObjectionCertificate of TSDF site regarding incorporation of the proposed unit for acceptance of hazardous wasteto the common infrastructure.
d) Copies of quarterly action report taken for the above points submitted to the CpCB.e) Report of GPCB which have conducted monitoring as per the said direction by CpCB dated 31/03/2016.Validitv of ToR: ---.-'. -'o Tt'ie ToRs prescribed for the project will be valid for three years for submission of EIA & EMp reoort.
]fe Reriod of validity could be extended for a maximum period of one year provided an application is
fV tne applicant to the Regulatory Authority, at least three moflths before the expiry of vatidity period
eqwith an updated Form-1, based on proper justification and also recommendation of the SEAC.
i !. rl tr .,ili 11, .. rlPoge 5 of 5
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
2. Executive summary of the project — giving a prima facie idea of the objectives of the proposal, use of resources, justification, etc. In addition, it should provide a compilation of EIA report, including EMP and the post-project monitoring plan in brief.
Please refer Chapter – 11.
3. Justification for selecting the proposed product and unit size.
For justification for selecting the proposed product and unit size, Please refer section 2.1 of Chapter – 2 at page no. 2-1.
4. Land requirement for the project including its break up for various purposes, its availability and optimization.
Please refer section 2.3.2 of Chapter – 2 at page no. 2-40.
5.
Land possession documents. Copy of NA order showing permission to use the project land for industrial purpose. If located in GIDC, copy of plot holding certif icate obtained from GIDC Authority.
For GIDC plot allotment letter, Please refer Annexure – 1.
6. Location of the project site and nearest habitats with distances from the project site to be demarcated on a topo sheet (1: 50000 scale).
For topography map, Please refer section 3.6.6 of chapter – 3 at page no. 3-42.
7. Topography detai ls of the project area. Please refer section 3.6.6 of chapter – 3 at page no. 3-41.
8. Geological features and geo-hydrological status of the study area.
Please refer section 3.6.8 of chapter – 3 at page no. 3-43.
9. In case of project located outside notif ied area: Legal Undertaking stating that unit is comply ing the th ree cond i t ions [ i .e . wa te r consumpt ion less than 25 M 3 /day; Fue l 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.
Not Applicable as unit is located within notified area.
10. Present land use pattern of the study area shall be given based on satellite imagery.
Please refer section 3.6.5 of chapter – 3 at page no. 3-33.
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
11. Layout plan of the factory premises clearly demarcating various units within the plant. Provis ion o f separate en t ry & exi t and adequate margin a l l round the per iphery for unobstructed easy movement of the emergency vehicle / f ire tenders without reversing back. Mark the same in the plant layout.
Please refer section 2.3.1 of chapter – 2 at page no. 2-39.
12. Technical details of the plant/s along with details on best available technologies (BAT), proposed technology and reasons for selecting the same.
Please refer Chapter – 5.
13. Product spectrum (Proposed products along with production Capacity) and processes.
For products details, Please refer section 2.2.1 of chapter – 2 at page no. 2-1. For manufacturing process, Please refer section 2.2.4 of chapter – 2 at page no. 2-11.
14. Chemical name of each proposed product to be manufactured. Details on end use of each product. (Provide CAS number of all the products & raw materials. In case of Dyes, CI number).
For products details, Please refer section 2.2.1 of chapter – 2 at page no. 2-1. For raw materials, Please refer section 2.2.1 of chapter – 2 at page no. 2-3.
15. Details on raw materials, source and storage within the premises.
For storage details of raw materials, Please refer section 2.2.3 of chapter – 2 at page no. 2-8.
16. Detai ls of complete manufactur ing process / operat ions of each product a long with chemica l reac t ions, p rocess f low d iagram descr ib ing each un i t p rocesses and un i t operations along with material balance, consumption of raw materials etc.
Please refer section 2.2.4 of chapter – 2 at page no. 2-11.
17. Details on strategy for the implementation of cleaner production activities.
Please refer section 10.3 of chapter – 10 at page no. 10-8.
18. Assessment of source of the water supply with adequacy of the same to meet with the requirements for
Please refer section 2.3.4 of chapter – 2 at page no.
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
the project. Permission obtained from the concern authority for supply of raw water.
2-41. For request letter to GIDC for water supply, Please refer Annexure – 2.
19. Undertaking stating that no bore well shall be dug within the premises (If project is located within the Industrial estate)
Please refer Annexure – 6.
20. Detai ls on water balance including quantity of eff luent generated, recycled & reused. Details of methods to be adopted for the water conservation.
Please refer section 2.3.4 of chapter – 2 at page no. 2-41. For water conservation, please refer section 10.3 of chapter – 10 at page no. 10-8.
21. Efforts to minimize eff luent discharge and to maintain quality of receiving water body.
Please refer section 2.3.4 of chapter – 2 at page no. 2-42.
22. Explore the possibilities for Zero Liquid Discharge (ZLD) option for the proposed project .
Not applicable
23. Segregation of waste streams, characterization and quality with specific treatment and disposal of each stream including action plan for maximum recycle of treated waste water and minimum discharge for effluent.
Please refer section 2.3.4 of chapter – 2 at page no. 2-41. For quality of effluent, Please refer section 2.3.6 of chapter – 2 at page no. 2-44.
24. Capacity of ETP in KL/day. Details of ETP including dimensions of each unit along with schematic f low diagram. Inlet, transit ional and treated eff luent quali t ies with specif ic ef f ic iency of each t reatment un i t in reduct ion in respect of a l l concerned/regula ted 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.
Please refer section 2.3.5 of chapter – 2 at page no. 2-43. For quality of effluent, Please refer section 2.3.6 of chapter – 2 at page no. 2-44.
25. In case of discharge into GIDC drainage / Pipeline: I. Copy of permission letter with quantity (KL/day)
from the concern authority of drainage network / pipeline with confirmation for spare capacity
Not applicable
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
available to take additional effluent. II. Characteristics of the combined effluent and treated
water to be sent to Common pipeline with reference to the MoEF CC/CPCB/GPCB discharge norms.
III. Provision for Continuous Monitoring System for waste water discharge.
26. In case of wastewater sent to Common Facilities (CF) like CETP, MEE, Spray Dryer etc. a. Details of Common facilities including (1) Total
capacity of the CF (2) Copy of CC & A of the CF. (3) Actual load at present (Qualitative and Quantitative — KL per day) (4) Booked quantity & Spare capacity of CF (5) Copies of XGN generated Inspection reports with analysis reports of the water/Air/Hazardous samples collected by GPCB (Last 2 year).Copies of instructions issued by GPCB in last 2 year and point wise compliance thereof. (6)Cop ies o f Sh o w- cause no t i ces , c lo su re no t i ces e tc . se rved b y the GP CB and i t s compliance (6) Recommendations and suggestions of the last two Environment Audit reports of CETP and its compliance report. (7) Common Facility Up gradation scheme, if any.
b. Status of compliance to the 18(1) (b) direction issued by the CPCB with respect to CETP compliance & CEPI area action plan along with relevant supportive document.
c. Give status of compliance of Environmental norms of existing Common Infrastructure i.e. CETP, MEE, & Spray Dryer (Whichever is applicable) in which you are a member.
d. Submit adequacy of common Infrastructure i.e. CETP, MEE & Spray Dryer for additional load (Whichever is applicable) along with written confirmation/membership certificate mentioning the same (Total consented quantity, total quantity booked so far, quantity booked for the unit, spare quantity available).
Unit will dispose industrial effluent to Common MEE facility operated by M/s. BEIL. Please refer Annexure – 4.
27. In case of Zero Liquid Discharge (ZLD) : I . Ac t ion p lan fo r 'Ze ro ' d i scha rge o f e f f luen t
sha l l be inc luded . No ta r i zed undertaking for assuring that underground drainage connection will
I. Not applicable
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
not be taken in the unit and there shall be no effluent discharge outside the plant premises.
II. Economical and technical viability of the effluent treatment system to achieve Zero Liquid Discharge (ZLD).
III. Certification of adequacy of proposed ZLD scheme through credible institutes of National repute.
IV . To es t ima te & mon i to r g round wa te r qua l i t y & i t s con tam ina t i on s ta tus , pyrometer wells, one on up gradient of the groundwater flow and other three on the down gradient s ide of the ground water f low of the proposed project at different depth based on available ground water depth shall be established and all the parameters mentioned in IS 10:500 for potable water standard shall be monitored.
II. Not applicable
III. Not applicable
IV. For ground water quality, please refer section 3.6.3 of chapter – 3 at page no. 3-27.
28. In case of in-house MEE/Spray dryer for waste water treatment: Capacity of MEE/Spray dryer in KL/hr. Technical details of 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. Techno-economical viability of the evaporation System. Control measures proposed for the evaporation system in order to avoid/reduce gaseous emission/VOC from evaporation of industrial effluent containing solvents & other chemicals.
Not applicable
29. Technical details of ATFD/Crystallizer/ spray Dryer, RO/NF system etc. (If any).
Not applicable
30. Details of treatability and feasibility of wastewater to be disposed off by means of spray dryer and its impact on environment and Human Health.
Not applicable
31. Undertaking stating that a separate electric meter will be provided for the waste water treatment system viz. ETP, RO, MEE, Spray dryer etc. (Whichever is applicable)
Please refer Annexure – 6.
32. Economical and technical viability of the effluent treatment system.
Please refer section 2.3.7 of chapter – 2 at page no. 2-44.
33. Plans for management, collection and disposal of waste streams to be generated from spillage, leakages,
Please refer section 10.5 of chapter – 10 at page
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
vessel washing, used container washing etc. Measures proposed for preventing effluent discharge during unforeseen circumstances.
no. 10-9.
34. Action plan for reuse of liquid waste streams like Spent acids, Poly Aluminum Chloride etc. within premises to convert into valuable products instead of sending outside to actual end-users.
Please refer section 2.3.9 of chapter – 2 at page no. 2-48.
35. Adequacy of the proposed EMS with respect to the pollution load envisaged in terms of Air, Water and hazardous waste.
P lease re fer Annexure – 8 .
36. One season Site-specific micro-meteorological data using temperature, relative humidity, hourly wind speed and direction and rainfall should be incorporated.
Please refer section 3.5.2 of chapter – 3 at page no. 3-7.
37. Ant ic ipated environmental impacts due to the proposed project /product ion may be evaluated for s ignif icance and based on corresponding l ikely impacts VECs (Valued Environmental Components) may be identified. Baseline studies may be conducted within the study area for all the concerned/identif ied VECs and likely impacts will have to be assessed for their magnitude in order to identify mitigation measures.
Please refer section 4.3 of chapter – 4 at page no. 4-3.
38. One complete season base line ambient air quality data (except monsoon season) to be given a long wi th the dates of moni tor ing. The parameters to be covered sha l l be in accordance with the revised National Ambient Air Quality Standards (NAAQS) as well as project specific parameters like NH3, HCI, CL2, HBr, VOC 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 predominant downwind direction at a location where maximum ground level concentration is likely to occur.
Please refer section 3.6.1 of chapter – 3 at page no. 3-12.
39. 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
For Air dispersion modeling, Please refer section 4.3.1.1 of chapter – 4 at page no. 4-5.
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
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 satellite Image / geographical area map.
40. 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.
For Baseline status of the noise environment, Please refer section 3.6.2 of chapter – 3 at page no. 3-24. For impact on Noise environment, Please refer section 4.3.3 of chapter – 4 at page no. 4-13.
41. Specific details of a) Process gas emission from each unit process with
its quantification. b) Air pollution Control Measures (APCM) proposed
for process gas emission. Adequacy of the air pollution control measures (APCM) for process gas emission measures to achieve the GPCB norms.
c) Detai ls of the uti l it ies required. d) Type and quantity (MT/hr& MT/Day) of fuel to be
used for each utility. e) Flue gas emission rate emission from each utility. f) Air Pollution Control Measures (APCM) proposed to
each of the utility along with its adequacy g) List the project specific sources of fugitive emission
along with its quantification and proposed measures to control it.
h) Detai ls on tail gas treatment.(If any)
a) Please refer section
2.3.8.1 of chapter – 2 at page no. 2-46.
b) Please refer section 2.3.8.1 of chapter – 2 at page no. 2-46.
c) Please refer section 2.3.8.1 of chapter – 2 at page no. 2-46.
d) Please refer section 2.3.8.1 of chapter – 2 at page no. 2-46.
e) Please refer section 4.3.1.1 of chapter – 4 at page no. 4-5.
f) Please refer section 2.3.8.1 of chapter – 2 at page no. 2-46.
g) Please refer section 2.3.8.2 of chapter – 2 at page no. 2-48.
h) Not Applicable. 42. Provisions of CEMS (Continuous Emission Monitoring
system). Not required as unit is small scale industry.
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
43. Action plan for odour control to be submitted. Please refer section 10.4 of chapter – 10 at page no. 10-9.
44. Management plan for solid/hazardous waste including storage, handling, utilization and Safe disposal as per the Hazardous and Other Wastes (Management and Transboundary Movement) Rules 2016. CPCB guidelines in respect of specific treatment, such as solar evaporation. Incinerat ion, etc., need to be fol lowed.
Please refer section 2.3.9 of chapter – 2 at page no. 2-48.
45. How the manual handling of the hazardous wastes will be minimized. Methodology of de-contamination and disposal of discarded containers and its record keeping.
Please refer section 2.3.9 of chapter – 2 at page no. 2-48.
46. Management of by-products which fal l under the purview of the Hazardous and Other Wastes (Management and Transboundary Movement) Rules 2016 as per the said rules and necessary permissions f rom the concern authority.
For management of by-products, Please refer section 2.3.9 of chapter – 2 at page no. 2-48.
47. Membership of Common Environmental Infrastructure like TSDF, Common Incineration Facility (CHWIF), MEE, Spray dryer etc.
For membership of TSDF & Common MEE facility, please refer Annexure – 3 & 4.
48. Name and quantity of each type of solvents to be used for proposed production. Details of In-house solvent recovery system including mass balance, solvent loss, recovery efficiency (% recovery), feasibility of reusing the recovered solvents etc. for each type of solvent.
Please refer section 2.2.5 of chapter – 2 at page no. 2-38.
49. Appropriate monitoring network has to be designed and proposed, to assess the possible residual impacts on VECs.
Please refer Chapter – 3.
50. A detailed EMP including the protection and mitigation measures for impact on human h e a l t h a n d e n v i r o n m e n t a s we l l a s d e t a i l e d m o n i t o r i n g p l a n a n d e n v i r o n m e n t a l management cell proposed for implementation and monitoring of EMP. The EMP should also include the concept of waste-minimization, recycle/reuse/recover techniques, energy conse rva t ion , and na tu ra l resou rce conse rva t ion . To ta l cap i ta l cos t and recu r r ing cost/annum earmarked for environment pollution control measures.
For detailed EMP, Please refer Chapter – 10.
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
51. Details of in-house monitoring capabi l i t ies and the recognized agencies if proposed for conducting monitoring.
Regular Environmental Monitoring will be carried out through MoEFCC / NABL / NABET recognized agency.
52. Permission from PESO, Nagpur for storage of solvents, other toxic chemicals, if any.
Please refer Annexure – 16.
53. Occupational Health impacts on the workers and mitigation measures proposed to avoid the human health hazards along with the personal protect ive 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.
For occupational health impacts on the workers and mitigation measures, Please refer section 7.6 of chapter – 7 at page no. 7-57. For periodic medical checkup of the workers, Please refer section 7.7.5 of chapter – 7 at page no. 7-59. For details of work place ambient air quality monitoring plan, Please refer section 7.7.7 of chapter – 7 at page no. 7-60.
54. Details on volatile organic compounds (VOCs) from the plant operations and occupational safety and health protection measures. Proposal for Leak Detection and Repair (LDAR)program as per the CPCB guidelines.
VOCs generation will be from storage and usage of raw materials. For VOC control plan, Please refer section 10.2.1.1 of chapter – 10 at page no. 10-2. For Leak Detection and Repair (LDAR) program, Please refer section 7.3.1 of chapter – 7 at page no. 7-47.
55. Risk assessment including prediction of the worst-case scenario and maximum credible accident scenarios should be carr ied out. The worst -case scenario should take into account the maximum inventory of
For Please refer Chapter – 7.
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
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.
56. MSDS of al l the products and raw materials. Please refer Annexure – 21.
57. 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.
Please refer section 7.4 of chapter – 7 at page no. 7-48.
58. Details of quantity of each hazardous chemical (including solvents) to be stored, Material of Construction (MoC) 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?
For storage details of hazardous chemicals, Please section 2.2.3 of chapter – 2 at page no. 2-8.
Transportation of hazardous chemicals will be carried out by trolley within premises and minimum manual material handling will be carried.
59. Details of the separate isolated storage area for flammable chemicals. Details of flame proof electrical fittings, DCP extinguishers and other safety measures proposed. Detailed f i re contro l p lan for f lammable substances and processes showing hydrant p ipel ine network, provision of DG Sets, fire pumps, jockey pump, toxic gas detectors etc.
Unit has provided separate isolated storage area for flammable chemicals. Please refer section 7.1.6 of chapter – 7 at page no. 7-7.
For safety measures, please refer section 7.3 of chapter – 7 at page no. 7-41.
For details of fire fighting system, please refer section 7.8 of chapter – 7 at page no. 7-61.
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60. Submit checklist in the form of Do's & Don'ts of preventive maintenance, strengthening of HSE, manufacturing utility staff for safety related measures.
Please refer section 7.9 of chapter – 7 at page no. 7-63.
61. Specify safety precautions to be taken for Chemical storage, process, handling & transportation hazard.
Please refer section 7.3 of chapter – 7 at page no. 7-41.
62. Details on workers training before engaging work, periodical, in-house, outside etc.
Please refer section 10.7.4 of chapter – 10 at page no. 10-13.
63. Details on various SOP to be prepared. Please refer section 10.7.3 of chapter – 10 at page no. 10-13.
64. Details on safety audit to be carried out and their compliance status.
Safety Audit will be carried out by experts once in five years.
65. Specific safety measures to be taken for general Public living in the vicinity.
Awareness program will be conducted nearby villages regarding how to deal with major chemical disaster.
66. Details on hazard identification i.e. HAZOP, HAZON, Fault tree analysis, Checklist, Audit etc. to be adopted for the safety operation of the plant.
Please refer section 7.1.7 of chapter – 7 at page no. 7-8.
67. Detection and monitoring of VOC’s/ gases. VOC analysers will be installed to detect any solvent leakages during storage and handling.
68. Detailed five year greenbelt development program including annual budget, planning schedule, species, width of plantations, number of trees to be planted, area under greenbe l t deve lopmen t [w i th map] , budgeta ry ou t lay e t c . a long wi th commi tmen t o f t he management to carry out the tree plantation activities outside the premises at appropriate places in the nearby areas and elsewhere.
Please refer section 10.6 of chapter – 10 at page no. 10-10.
69. Action plan for the greenbelt development — species, width of plantat ions, planning schedule, etc., in accordance to CPCB published guidelines.
Please refer section 10.6 of chapter – 10 at page no. 10-10.
70. Detailed socio-economic development measures including community welfare program most useful in the project area for the overall improvement of the
For detailed socio-economic development measures and CER
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
environment. Submit a detailed plan for social corporate responsibilities, with appropriate budgetary provisions for the next f ive years and act iv i t ies proposed to be carr ied out; speci f ic to the current demographic status of the area.
activities, please refer Chapter – 8.
71. (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 I deviation / violation of the environmental or forest norms / conditions? If so, it may be detailed in the EIA.
For Environment policy, Please refer section 10.12 of chapter – 10 at page no. 10-20.
72.
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.
Please refer section 10.10 of chapter – 10 at page no. 10-17.
73. Does the company have a sys tem o f repo r t ing o f non comp l iances / v io la t ions o f 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.
Please refer section 10.11 of chapter – 10 at page no. 10-19.
74. Phase wise project implementation schedule with bar chart and time frame, in terms of site development, infrastructure provision, EMS implementation etc.
Please refer section 1.9 of chapter – 1 at page no. 1-5.
75. Certif icate of accreditation issued by the NABET, QCI to the environmental consultant should be incorporated in the EIA Report.
For NABET Accreditation Certificate, please refer Annexure – 18.
76. An undertaking by the Project Proponent on the ownership of the EIA report as per the MoEF&CC OM dated 05/10/2011 and an undertaking by the Consultant regarding the prescribed TORs have been complied with and the data submitted is factually correct as per the MoEF&CC OM dated 04/08/2009.
For undertaking by the Project Proponent on the ownership of the EIA report, Please refer Annexure – 9.
For undertaking by the Consultant, Please refer Annexure – 10.
77. All documents to be properly referenced with index and continuous page numbering.
-
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
78. Where data are presented in the Report especially in Tables, the period in which the data were collected and the sources should be indicated.
-
79. Project Proponent shall enclose all the analysis/testing reports of water, air, soil, noise etc. using the MoEF&CC/NABL accredited laboratories. All the original analysis/testing reports should be available during appraisal of the Project.
P lease re fer Annexure – 19.
80. In case of Expansion of the project a. Need for the proposed expansion should be justified
in detail. b. Adequacy of existing EMS (Environmental
Management System). c. Explore the possibility to achieve Zero Liquid
Discharge (ZLD) for existing as well as proposed activity.
d. 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 f ive years and actions taken then after for prevention of pollution.
e. Copies of Environmental Clearances obtained for the existing plant, its point wise compliance report.
f. E n v i r o n m e n t a l a u d i t r e p o r t s f o r l a s t 3 y e a r s a n d c o m p l i a n c e o f i t s recommendations/Suggestions. (Include latest audit report and its compliance.)
g. Copy of Consent to Operate (CC&A) obtained along with point wise compliance status of all the conditions stipulated therein.
h. Compl iance of MoEFCC c i rcu lars v ide No: J -11011/618/2010-1Al l ( I ) dated 30/05/2012 and J-11013/41/2006-IA-11(1) dated 20/10/2009.
i. Co p ie s o f XG N g e n e ra t e d I n sp e c t io n re p o r t s w i t h a n a l ys i s r e p o r t s o f t he wa t e r / A i r / Ha za rd o u s sa m p le s co l l e c t e d b y G P CB (L a s t 2 ye a r ) . Co p ie s o f instructions issued by GPCB in last 2 year and point wise compliance thereof.
a. For need for the
proposed expansion, please refer section 1.3 of chapter – 1 at page no. 1-1.
b. Please refer Annexure – 8.
c. Not applicable d. Please refer Annexure
– 14. e. Not applicable
f. Not applicable
g. For copy of CC&A and it’s compliance report, please refer Annexure – 7.
h. For Compl iance of MoEFCC c i rcu lars , p lease re fer Annexure – 11.
i. Please refer Annexure – 15.
81. In case of project is located in Ankleshwar - Panoli, Vatva-Narol &Vapi GIDC.
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
(A) Compl iance of MOEFCC's OM no. J -11013/5/2010-IA.I I ( I ) dated 25/11/2016 regarding lifting of moratorium on the consideration of projects for environmental clearance.
(B) Compliance of direction under section 18 (1) (b) of the Water (Prevention andCont ro l o f Po l lu t ion) act , 1974 issued by CPCB dated 31/03/2016 regard ingcompliance of CETP. a) Action initiated by GPCB, if any, against proposed
unit regarding non-compliance of prescribed standards under the various environmental laws.
b) Performance of CETP with respect to current hydraul ic load & prescribed standards with No Objection Certificate of CETP regarding incorporation of theproposed unit for acceptance of waste water.
c) Performance of TSDF site with respect to current load & prescribed standards wi th No Ob ject ion Cert i f i ca te o f TSDF s i te regard ing incorpora t ion o f the proposed unit for acceptance of hazardous waste to the common infrastructure.
d) Copies of quarterly action report taken for the above points submitted to the CPCB
e) Report of GPCB which have conducted monitoring as per the said direction by CPCB dated 31/03/2016.
(A) Please refer Annexure – 12.
(B) Not applicable as there will be no disposal to CETP.
COMPLIANCE OF TERM OF REFERENCE (TOR)
ADDITIONAL TOR
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
1. PP shall address area adequacy considering following aspect of: To address proportionate availability of space for
production plant. To address proportionate availability of storage area for
raw materials, finished goods, utilities and goods carrier movement within premises.
To address proportionate captive/common infrastructure available to accommodate additional load due to proposed expansion.
Environment impact and its mitigation measure for common/captive infrastructure due to proposed production.
Please refer section 4.3.4.1 of chapter – 4 at page no. 4-15.
2. Leak Detection and Repairing Programme (LDAR) for all the volatile organic solvent proposed for use in-house with detailed chemical properties including vapour pressure. LDAR shall endeavour prevention of losses of solvents to the best minimum extent.
Please refer section 7.3.1 of chapter – 7 at page no. 7-47.
3. Compliance of MoEFCC's OM dated 01/O5/2O18 regarding "Corporate Environment Responsibility" (CER). Fund allocation for Corporate Environment Responsibility (CER) shall be made as per MoEFCC's O.M. No. 22-65/2017-lA.lll dated 01/05/2018 for various activities therein. The details of fund allocation and activities for CER shall be incorporated in EIA/EMP report.
Please refer section 8.2 of chapter – 8 at page no. 8- 1.
4. Safety precautions including flame proof electric fittings to be taken to avoid fire hazard & Occupational health hazards during unloading, storage, transportation, handling and processing of hazardous chemicals like sodium metal, oleum, chloroform, acetic anhydride, chlorine etc.
Please refer section 7.3 of chapter – 7 at page no. 7-41.
5. PP shall furnish status of all the applicable rules, acts, regulation, clearances in a tabular form.
Please refer section 1.11 of chapter – 1 at page no. 1-6.
6. Explore the use of renewable energy to the maximum extent possible. Details of provisions to make the project energy-efficient through of energy efficient devices and adoption of modes of alternative eco friendly sources of
Please refer section 10.3 of chapter – 10 at page no. 10-8.
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
energy like solar water heater, solar lighting etc Measures proposed for energy conservation.
7. PP shall address spent solvent with details of storage, handling and re-use under the Hazardous and other Waste (Management and Transboundary Movement) Rules 2016.
Please refer section 2.3.9 of chapter – 2 at page no. 2-48.
8. Safety precautions including flame proof electric fittings to be taken to avoid fire hazard during unloading, storage, transportation, handling and processing of solvents.
Please refer section 7.3 of chapter – 7 at page no. 7-41.
LIST OF CONTENTS
Sr. No. Description Page No. CHAPTER 1:- INTRODUCTION
1.1 Introduction 1-1
1.2 Proposed Project 1-1
1.3 Need for the Project 1-1
1.4 Purpose of the Report 1-1
1.5 Identification of Project & Project Proponent 1-2
1.5.1 Identification of Project 1-2
1.5.2 Project Proponent 1-2
1.6 Brief Description of Nature, Size, Location of the Project And Its Importance to the Country, Region 1-2
1.6.1 Nature & Size of Project 1-2
1.6.2 Location of Project 1-2
1.6.3 Project Importance to the Country, Region 1-4
1.7 Project Site Description 1-4
1.8 Nearest Key Infrastructure Features From Project Site 1-5
1.9 Proposed Schedule for Approval and Implementation 1-5
1.10 Scope Of The Study – Details of Regulatory Scoping Carried Out (As Per Terms of Reference) 1-6
1.11 Regulatory Framework 1-6
CHAPTER 2:- PROJECT DESCRIPTION 2.1 Type of the Project 2-1
2.2 Technology & Process Description 2-1
2.2.1 List of Product and Raw Material 2-1
2.2.2 Physico – Chemical Properties of Raw Materials 2-5
2.2.3 Means of Storage and Transportation of Raw Materials and Products 2-8
2.2.4 Manufacturing Process with Flow Diagram and Material Balance 2-11
2.2.5 Solvent Recovery Process 2-38
2.3 Project Description 2-39
2.3.1 Drawings Showing Layout Plan 2-39
2.3.2 Land Requirement 2-40
2.3.3 Electric Power Requirement 2-40
2.3.4 Water Requirement, Availability, Wastewater Generation & its Disposal 2-41
2.3.5 Details of Effluent Treatment Plant 2-43
2.3.6 Detailed Treatability Study vis-à-vis the adequacy and efficiency of the treatment facilities proposed for the wastewater to be generated
2-44
2.3.7 Techno-Economic Viability for the CMEE facility 2-44
2.3.8 Air Pollution & Its Control System 2-46
2.3.8.1 Flue Gas Emission & Process Gas Emission 2-46
2.3.8.2 Details of Fugitive Emission 2-48
2.3.9 Hazardous/Solid Waste Generation and Its Management 2-48
2.3.10 Employment Generation 2-54
2.3.11 Project Cost 2-55
CHAPTER 3:- DESCRIPTION OF THE ENVIRONMENT 3.1 Study area 3-1
3.2 Components & Methodology of Baseline Survey 3-2
3.2.1 Establishment of Baseline for Valued Environmental Components 3-2
3.3 Methodology 3-2
3.4 Climate & Meteorology of the Study Area 3-4
3.5 Site Specific Meteorology 3-7
3.5.1 Monitoring Methodology for Meteorological Parameters 3-7
3.5.2 Site Specific Meteorological Data 3-7
3.6 Details of Baseline Study 3-9
3.6.1 Ambient Air Environment 3-9
3.6.2 Noise Environment 3-22
3.6.3 Water Environment 3-25
3.6.4 Soil Environment 3-31
3.6.5 Land Use Pattern 3-33
3.6.6 Topography 3-41
3.6.7 Drainage Pattern 3-42
3.6.8 Geology &Hydrogeology 3-43
3.6.9 Biological Environment 3-46
3.6.10 Socio Economic Environment 3-51
CHAPTER 4:- ANTICIPATED ENVIRONMENTAL IMPACT AND MITIGATION MEASURES
4.1 Introduction 4-1
4.2 Impact Assessment Matrix 4-1
4.3 Overall Impacts on Environment 4-3
4.3.1 Impact on Air Environment 4-3
4.3.1.1 Assessment of Impacts on Air Quality Using Dispersion Model 4-5
4.3.2 Impact on Water Environment 4-12
4.3.3 Impact on Noise Environment 4-13
4.3.4 Impact on Land/Soil Environment 4-14
4.3.4.1 Evaluation of Land Area 4-15
4.3.5 Impact on Biological Environment 4-17
4.3.6 Socio Economic Impact 4-17
4.4 Environmental Impact & It’s Mitigation Measures 4-19
CHAPTER 5:- ANALYSIS OF ALTERNATIVES
5.1 Description of each Alternative 5-1
5.1.1 Alternative for Site 5-1
5.1.2 Technology Alternative 5-1
5.2 Selection of Alternative 5-2
5.2.1 Site Selection 5-2
5.2.2 Technology Selection 5-2
CHAPTER 6:- ENVIRONMENTAL MONITORING PROGRAMME
6.1 Need of Environmental Monitoring Programme 6-1
6.2 Environmental Monitoring Programme & Control 6-1
6.3 Summary of the Environmental Monitoring Program 6-2
6.4 Reporting Schedules of the Monitoring Data 6-3
CHAPTER 7:- ADDITIONAL STUDIES
7.1 Risk Assessment 7-1
7.1.1 Introduction 7-1
7.1.2 Scope of Study 7-1
7.1.3 Objectives of Risk Assessment 7-1
7.1.4 Methodology to Conduct Risk Assessment 7-2
7.1.5 Hazardous Substances to be Handled at Point 7-2
7.1.6 Location of Storage Facilities 7-7
7.1.7 Hazard Identification 7-8
7.2 Accident or cause consequence analysis 7-10
7.2.1 Assumptions for Consequence Analysis 7-10
7.2.2 Scenarios Considered for Consequence Analysis 7-11
7.3 Details of safety measures 7-41
7.3.1 Leak detection and repair programme 7-47
7.4 Details of hazardous characteristics and toxicity of raw materials and the control measures
7-48
7.5 List of Chemicals and their Antidotes 7-56
7.6 Details of Possibilities of Occupational Health Hazards 7-57
7.7 Occupational Health 7-58
7.7.1 Hospital Facilities 7-59
7.7.2 Factory Medical Officer 7-59
7.7.3 Ambulance Van 7-59
7.7.4 First Aid Box 7-59
7.7.5 Periodic Medical Examination 7-59
7.7.6 Health Evaluation of Workers 7-60
7.7.7 Workplace Monitoring Plan 7-60
7.7.8 EMP to Keep Air-Born Concentration of Toxic and Hazardous Chemicals Below Its PEL/TLV
7-61
7.8 Details of Fire Fighting System 7-61
7.9 Checklist in the Form of Do’s & Don’ts of Preventive Maintenance, Strengthening of HSE, Mfg. Utility Staff for Safety Related Measures
7-63
7.10 Disaster Management Plan 7-65
7.10.1 On-Site Emergency Plan 7-65
7.10.2 Off-Site Emergency Plan 7-74
CHAPTER 8:- PROJECT BENEFITS
8.1 Improvement in Physical Infrastructure 8-1
8.2 Improvement in Social Infrastructure 8-1
8.3 Employment Potential – Skilled; Semi-Skilled and Unskilled 8-2
8.4 Other Tangible Benefits 8-2
CHAPTER 9:- ENVIRONMENTAL COST BENEFIT ANALYSIS 9-1
CHAPTER 10:- ENVIRONMENTAL MANAGEMENT PLAN
10.1 Introduction 10-1
10.2 Environmental Management Practices 10-1
10.2.1 Air Environment 10-1
10.2.1.1 Fugitive Emission 10-2
10.2.2 Water Environment 10-4
10.2.3 Noise Environment 10-5
10.2.4 Land/Soil Environment 10-6
10.2.5 Biological Environment 10-7
10.2.6 Socio Economic Environment 10-8
10.3 Resource Conservation/Waste Minimization 10-8
10.4 Odour Control Plan 10-9
10.5 Plans for Management, Collection & Disposal of Waste Streams to be Generated from Spillage, Leakages, Vessel Washing etc.
10-9
10.6 Greenbelt Development Plan 10-10
10.7 Health & Safety 10-11
10.7.1 Environmental Health and Safety Management System 10-11
10.7.2 Worker Health and Safety Plan 10-12
10.7.3 Details on various SOP to be prepared 10-13
10.7.4 Details on Workers Training 10-13
10.8 Environmental Monitoring 10-14
10.9 Environment Budget Allocation 10-16
10.10 Environment Management Cell 10-17
10.11 Reporting System of Non Compliances/Violations of Environmental Norms
10-19
10.12 Environment Policy 10-20
CHAPTER 11:- SUMMARY
11.1 Background 11-1
11.2 Project Description 11-1
11.3 Description of Environment 11-11
11.3.1 Air Environment 11-11
11.3.2 Water Environment 11-12
11.3.3 Noise Environment 11-13
11.3.4 Soil Environment 11-14
11.4 Environmental Impacts and Mitigation Measures 11-14
11.4.1 Air Environment 11-14
11.4.2 Water Environment 11-15
11.4.3 Noise Environment 11-16
11.4.4 Land/Soil Environment 11-18
11.4.5 Biological Environment 11-18
11.4.6 Socio Economic Environment 11-19
11.5 Environmental Monitoring Program 11-20
11.6 Additional Studies 11-21
11.7 Project Benefits 11-21
11.8 Environmental Management Plan 11-21
11.9 Conclusion 11-22
CHAPTER 12:- DISCLOSURE OF CONSULTANT ENGAGED
12.1 Resume and Nature of Consultancy Rendered by Envirocare Technocrats Pvt. Ltd.
12-1
12.2 Accreditation 12-2
LIST OF TABLES
Table No. Title
Page No.
CHAPTER 1:- INTRODUCTION 1.1 Nearest Key Infrastructure Features from Project Site 1-5
CHAPTER 2:- PROJECT DESCRIPTION 2.1 List of Product 2-1 2.2 List of Product wise Raw Material 2-3 2.3 Physico – Chemical Properties of Raw Materials 2-5 2.4 Means of Storage and Transportation of Raw Materials and Product 2-8
2.5 List of Quantity of Spent Solvent to be Generated, Recovered & Loss
2-38
2.6 Land Area Bifurcation 2-40 2.7 Electric Power Requirement 2-40 2.8 Water Consumption & Wastewater Generation 2-41 2.9 Flue Gas Stack 2-47
2.10 Process Gas Stack 2-47
2.11 Construction, Domestic & Industrial Waste Generation & Its Management
2-48
2.12 Hazardous Waste Generation and Its Management & Handling 2-49 2.13 Estimated Project Cost 2-55
CHAPTER 3:- DESCRIPTION OF THE ENVIRONMENT
3.1(A) Rainfall Data (January 2016 to December 2016) 3-4 3.1(B) Mean Monthly Average Max. & Min. Temperature 3-5 3.1(C) Mean Monthly Wind Speed Data 3-6 3.1(D) Average Monthly Relative Humidity 3-6
3.2 Site Specific Meteorological Data 3-7 3.3 Details of Ambient Air Sampling Location 3-10 3.4 Ambient Air Quality Status of Study Area 3-12 3.5 Details of Noise Sampling Location 3-23 3.6 Average Noise Level Data 3-24 3.7 Details of Ground Water & Surface Water Sampling Location 3-25 3.8 Quality of Ground Water in the Study Area 3-27 3.9 Quality of Surface Water in the Study Area 3-29
3.10 Details of Soil Sampling Location 3-32
3.11 Soil Sample Analysis Report 3-33 3.12 Major Landuse units of the study area 3-36
3.13 Landuse Categories within 10 Km Buffer zone and their Spatial Extent
3-39
3.14 Stratigraphic sequence of the area 3-44 3.15 Details of EB Sampling Location 3-47 3.16 Identified Villages in the Study Area 3-52 3.17 Population Details 3-53 3.18 Scheduled Castes and Scheduled Tribes 3-54 3.19 Literacy Details 3-55 3.20 Occupational Layouts 3-56
CHAPTER 4:- ANTICIPATED ENVIRONMENTAL IMPACT & MITIGATION MEASURES 4.1 Impact Identification Matrix 4-2 4.2 Environmental Impact & It’s Mitigation Measures 4-19
CHAPTER 5:- ANALYSIS OF ALTERNATIVES 5.1 Technology Selected 5-2
CHAPTER 6:- ENVIRONMENTAL MONITORING PROGRAMME 6.1 Environment Monitoring Plan 6-2
CHAPTER 7:- ADDITIONAL STUDIES 7.1 Important Characteristics of the Chemicals 7-3 7.2 Details of Hazardous Characteristics and Toxicity of Raw Materials 7-48 7.3 Details of Occupational Health Hazards 7-57 7.4 Checklist of Do’s & Don’ts 7-63
CHAPTER 10:- ENVIRONMENTAL MANAGEMENT PLAN 10.1 Details of Year wise Tree Plantation Programme 10-11 10.2 Proposed Trees for Green Belt 10-11 10.3 Environment Monitoring Plan 10-15 10.4 Record Keeping Requirements 10-16 10.5 Environment Budget Allocation 10-17 10.6 Environment Management Cell 10-18
LIST OF FIGURES
Figure No.
Title Page No.
CHAPTER 1:- INTRODUCTION 1.1 Location Map 1-3 1.2 Short View 1-3 1.3 Long View 1-4
CHAPTER 2:- PROJECT DESCRIPTION 2.1 Drawing Showing Layout Plan 2-39
CHAPTER 3:- DESCRIPTION OF THE ENVIRONMENT 3.1 Satellite Image of Study Area (10.0 Km Radius) 3-1
3.2 Site Specific Pre-dominant Wind Rose Diagram for March, April & May -2017
3-8
3.3 Satellite Image Showing Ambient Air Sampling Location 3-10 3.4(A) Graphical Representation of PM10 Concentration 3-20 3.4(B) Graphical Representation of PM2.5 Concentration 3-20 3.4(C) Graphical Representation of SO2 Concentration 3-21 3.4(D) Graphical Representation of NOX Concentration 3-21 3.4 (E) Graphical Representation of CO Concentration 3-22
3.5 Satellite Image Showing Noise Sampling Location 3-23 3.6 Satellite Image of Ground Water & Surface Water Sampling Location 3-26 3.7 Satellite Showing Soil Sampling Location 3-32 3.8 Remote sensing satelite image 3-34 3.9 Landuse map of 10 Km radial buffer around Project Site 3-37
3.10 Topography Map 3-42 3.11 Drainage Map 3-43 3.12 Geological Map 3-44 3.13 Hydrogeological Map 3-45 3.14 Hydrogeomorphology Map 3-46 3.15 Satellite Image of EB Sampling Location 3-48
CHAPTER 7:- ADDITIONAL STUDIES 7.1 Location of Storage of Various Chemicals 7-7
CHAPTERS
Blitzkrieg Organics & Biochemicals Industries Envirocare Technocrats Pvt. Ltd.
[1-1]
CHAPTER – 1 INTRODUCTION
1.1 INTRODUCTION
M/s. Blitzkrieg Organics & Biochemicals Industries is existing unit located at Plot
No. 5067, GIDC Industrial Estate, Ankleshwar, Dist – Bharuch, State: Gujarat. At
present, unit is involved in manufacturing of synthetic organic chemicals (Pharma
Intermediates). Unit is going for expansion of project by addition of new products of
same category within existing premises.
1.2 PROPOSED PROJECT
Unit is going for expansion of project by addition of new products within existing
premises. There shall be addition of 14 new products (Pharma intermediates).
1.3 NEED FOR THE PROJECT
Due to increase in market demand of proposed new products and to meet the growing
market demand, unit has proposed to expand the project by additional of new
products.
1.4 PURPOSE OF THE REPORT The project is located within GIDC and covers under the category of synthetic organic
chemical industry. Unit has planned for proposed activity in same category.
Earlier TOR was issued by SEIAA, Gujarat for the proposed project vide letter No. SEIAA/GUJ/TOR/5(f)/100/2019 Dated 10/01/2019. Then after, the project falls within CEPI area (GIDC Ankleshwar) and attracts general condition of EIA Notification dated 14th September, 2006 and amendments then after by MoEFCC. The project is now classified as Category “A” under Schedule 5(f) and requiring prior Environment Clearance (EC) from the MoEFCC.
Blitzkrieg Organics & Biochemicals Industries Envirocare Technocrats Pvt. Ltd.
[1-2]
Therefore, unit has decided to conduct study for Environmental Impact Assessment
(EIA) through accredited Environmental consultant to assess/study the existing
environmental baseline conditions in the area, predict the impacts on the environment
due to proposed project activity and suggest the environmental safeguards and
mitigation measures.
1.5 IDENTIFICATION OF PROJECT & PROJECT PROPONENT
1.5.1 IDENTIFICATION OF PROJECT
Proposed project is covered the category of synthetic organic chemicals (Pharma
intermediates).
1.5.2 Project Proponent
The unit is proprietary firm. Bhaskar Shah is the authorized person of the company.
He is well qualified and experience person in this field.
1.6 BRIEF DESCRIPTION OF NATURE, SIZE, LOCATION OF THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY, REGION
1.6.1 Nature & Size of Project Unit is covers under the category of synthetic organic chemical industry. Unit is small
scale. At present, unit is involved in manufacturing of pharma intermediates and
distillation of spent solvent received from other unit. Unit has proposed to produce 14
new products (pharma intermediates). After expansion, production capacity increase
from 220 MT/Month to 345 MT/Month.
1.6.2 Location of Project
The project is located within GIDC Industrial Estate, Ankleshwar. The site is located at
about 21°36'52.20"N latitude and 73° 2'12.30"E longitude.
Blitzkrieg Organics & Biochemicals Industries Envirocare Technocrats Pvt. Ltd.
[1-3]
Figure No. 1.1: Location Map
Figure No. 1.2: Short View
Blitzkrieg Organics & Biochemicals Industries Envirocare Technocrats Pvt. Ltd.
[1-4]
Figure No. 1.3: Long View
1.6.3 Project Importance to the Country, Region
Due to increase in national and international market demand of proposed new
products and fulfill gap between demand & supply, the unit has proposed to expand
the project by addition of new products. Thus, the project will contribute to economic
development of the country.
1.7 PROJECT SITE DESCRIPTION
The project site is located within GIDC area. Surrounding area is covered as
industrial activity within 1-3 km radius & rest area is covered as villages,
agriculture and barren land.
Site is well connected with pucca bitumen internal road with national highway and
Railway station, postal & courier services, transport services, drinking & industrial
water & drainage network, internet & telecommunication network and electricity
supply is available from DGVCL.
Project Area have well organised common effluent treatment plant (CETP)
network & Hazardous waste management facility within 20 km radius.
Blitzkrieg Organics & Biochemicals Industries Envirocare Technocrats Pvt. Ltd.
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No national park or wildlife habitat falls within 10 km radial distance from project
site.
Good communication and transportation facilities are available.
No Rehabilitation & Resettlement (R & R) Plan will be required for the project
because project is located in GIDC.
1.8 NEAREST KEY INFRASTRUCTURE FEATURES FROM PROJECT SITE
The distance of nearest social & public infrastructure, Environmentally sensitive
receptors are presented in Table No.1.1;
Table No. 1.1: Nearest Key Infrastructure Feature from Project Site
Sr. No. Nearest Infrastructure Feature Distance from Project Site
1. Ankleshwar City 3.40 km in NWW direction 2. Ankleshwar Railway Station 3.800 km in NWW direction 3. Surat Airport 62.50 km in SW direction 4. National Highway-8 2.65 km in NW direction 5. Narmada River 8.50 km in NW direction 6. Arabian Sea 38.00 km in SWW direction 7. Shoolpaneshwar Wildlife Sanctuary 80.05 km in NEE direction
Blitzkrieg Organics & Biochemicals Industries Envirocare Technocrats Pvt. Ltd.
[2-1]
CHAPTER – 2 PROJECT DESCRIPTION
2.1 TYPE OF THE PROJECT
M/s. Blitzkrieg Organics & Biochemicals Industries is existing unit. At present, unit is
involved in manufacturing of Pharma intermediates. Also involved in distillation of spent
solvent on job work basis. Unit has proposed for expansion of project by addition of new
products (Pharma intermediate) within existing premises.
SELECTION OF THE PROPOSED PRODUCT AND UNIT SIZE:
At present, unit is involved in manufacturing of pharma intermediates and proposed to
manufacture new products of same category. Management has sound expertise to produce &
sale these products and also due to increased national and international market demand of
these products, proposed products are selected. Based on area available for production,
material storage & handling, utility & EMS infrastructure required, production capacity is
decided.
2.2 TECHNOLOGY & PROCESS DESCRIPTION
2.2.1 List of Product and Raw Material
List of existing & proposed products to be manufactured is as mentioned in Table No. 2.1;
Table No. 2.1: List of Product
Sr. No. Name of the Product CAS No.
Quantity (MT/Month) End-use of
Product Existing Proposed (Additional)
Total After Expansion
1. Distillation of Spent Solvent
- 210 -- 210
Sell to pharma / pigment / rubber / paint industry
2. Pthalamide 85-41-6 5 -- 5 Pharma Intermediate
3. 3-4 Nitro Chloro Benzoic Acid
96-99-1 5 -- 5 Pharma Intermediate
4. Para Chloro Benzoic Acid
74-11-3 --
10 10
Pharma Intermediate
5. Ortho Chloro Benzoic Acid
118-91-2 Pharma Intermediate
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Sr. No. Name of the Product CAS No.
Quantity (MT/Month) End-use of
Product Existing Proposed (Additional)
Total After Expansion
6. Sulphonamide 16673-34-0 -- 5 5 Pharma
Intermediate 7. 2, 4 Di Chloro
Pyrimidine 3934-20-1
-- 2 2
Pharma Intermediate
8. 2 Chlorobenzldehyde 5 - Sulfonic Acid Sodium Salt
33513-44-9 Pharma
Intermediate
9. Di Potassium Urea Phosphate
4861-19-2 -- 93 93 Pharma Intermediate
10. Nitro Chlorobenzophenon
34052-37-4
-- 10 10
Pharma Intermediate
11. 3 - Nitro 4 - Aminobenzophenone (NABP)
31431-19-3 Pharma
Intermediate
12. Di Aminobenzophenone
39070-63-8
Pharma Intermediate
13. 2 - Nitro 4 – Thiocyno Aniline
54029-45-7
Pharma Intermediate
14. 3 - (2 – Amino – 2-Oxoethyl) – 5 – Methyl - Hexanoic Acid
181289-15-6 Pharma
Intermediate
15. Adduct 14527-26-5
Pharma Intermediate
16. Meta Bromo Anisole 2398-37-0
-- 5 5 Pharma Intermediate
17. Meta Bromo Nitro Benzene
585-79-5 Pharma Intermediate
Total 220 125 345
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List of product wise raw material is as mentioned in Table No. 2.2;
Table No. 2.2: List of Product wise Raw Material
Sr. No.
Name of the Products
Name of the Raw Materials
CAS no. of raw
materials.
Quantity (MT/Month)
Existing Proposed Total
2 Pthalamide Phthalic Anhydried 85-44-9 4.50 -- 4.50 Urea 57-13-6 1.80 -- 1.80
3 3-Nitro Chloro Benzolc Acid
Conc. Nitric Acid 7697-37-2 8.30 -- 8.30 Para Chloro Benzoic Acid 74-11-3 4.20 -- 4.20
4 Para Chloro Benzoic Acid
Para Chloro Toluene 106-43-4 -- 14.00 14.00 HNO3 (25%) 7697-37-2 -- 28.15 28.15
5 Ortho Chloro Benzoic Acid
HNO3 (25 %) 7697-37-2 -- 14.00 14.00 Ortho Chloro Toluene 95-49-8 -- 28.15 28.15
6 Sulphonamide
G C Ester 105-45-3 -- 3.90 3.90 Chloro Sulphonic Acid 7790-94-5 -- 14.35 14.35 Beta Phenyl Ethyl Amine 64-04-0 -- 2.65 2.65 Methanol 67-56-1 5.20 5.20 Sodium Metal 7740-23-5 0.04 0.04 1, 2 - Dichloroethane 107-06-2 -- 22.15 22.15 Ammonia 7664-41-7 -- 0.40 0.40
7 2, 4 Di Chloro Pyrimidine
Phosphoryl Chloride 10025-87-3 -- 10.00 10.00 Uracil 66-22-8 -- 2.50 2.50 Chloroform 67-66-30 35.75 35.75 Sodium Carbonate 497-19-8 1.25 1.25 Sodium Sulphate 7757-82-6 1.20 1.20
8
2 Chlorobenzldehyde 5 - Sulfonic Acid Sodium Salt
Oleum 23% 8014-95-7 -- 3.60 3.60 2 Chloro Benzaldeyde 89-98-5 -- 0.36 0.36
Sodium Chloride 7740-23-5 -- 1.30 1.30
9.
Di Potassium Urea Phosphate
Di Potassium Phosphate 7758-11-4 -- 13.90 13.90 Urea 57-13-6 -- 36.40 36.40 Methyl Orange 547-58-0 -- 0.0007 0.0007
10
Nitro Chlorobenzophenon
Benzene 71-43-2 -- 15.20 15.20 4 – Chloro – 3 - Nitrobenzoic Acid 96-99-1 -- 5.40 5.40
Thionyl Chloride 7719-09-7 -- 3.80 3.80 Dimethylformamide 68-12-2 -- 0.15 0.15 Aluminum Chloride 7446-70-0 -- 4.45 4.45
11
3 - Nitro 4 - Aminobenzophenone (NABP)
3, 4 Nitro Chlorobenzophenon
56107-02-9 -- 10.80 10.80
Ammonia 7664-41-7 -- 21.60 21.60 Methanol 67-56-1 -- 3.25 3.25
12 Di Aminobenzophenone
3 – Nitro, 4 - Aminobenzophenone
31431-19-3 -- 12.05 12.05
Sodium Hydroxide 1310-73-2 -- 28.90 28.90 Sulphur 7704-34-9 -- 11.80 11.80 Methanol 67-56-1 -- 30.15 30.15
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Sr. No.
Name of the Products
Name of the Raw Materials
CAS no. of raw
materials.
Quantity (MT/Month) Existing Proposed Total
Hyflo 61790-53-2 -- 0.30 0.30 Charcoal 7440-44-0 -- 0.20 0.20
13 2 - Nitro 4 – Thiocyno Aniline
Ortho Nitro Aniline 88-74-4 -- 7.50 7.50 Ammonium Thiocynate 1762-95-4 -- 8.40 8.40 Methanol 67-56-1 -- 20.55 20.55 Chlorine 7782-50-5 -- 4.70 4.70 Soda Ash 497-19-8 -- 3.35 3.35
14
3 - (2 – Amino – 2 - Oxoethyl) – 5 – Methyl - Hexanoic Acid
Ethyl Cynoacetate 105-56-6 -- 7.75 7.75 Isoveradehyde 590-86-3 -- 6.50 6.50 Diethyl Malonate 105-53-3 -- 12.10 12.10 Di-n-Propylamine 142-84-7 -- 0.80 0.80 Cyclohexane 110-82-7 -- 8.70 8.70 HCl 7647-07-0 -- 93.10 93.10 Toluene 108-88-3 -- 62.00 62.00 N Heptane 142-82-5 -- 6.60 6.60 Acetic Anhydride 108-24-7 -- 8.45 8.45 Ammonia 7664-41-7 -- 31.00 31.00 Ethyl Acetate 141-78-6 -- 74.00 74.00 Sodium Chloride 7740-23-5 -- 1.55 1.55
15 Adduct
Thiourea 62-56-6 -- 5.25 5.25 Dimethyl Sulfide 75-18-3 -- 4.75 4.75 Caustic 1310-73-2 -- 7.90 7.90 Methyl Chloroformate 79-22-1 -- 11.55 11.55
16 Meta Bromo Anisole
Toluene 108-88-3 -- 7.70 7.70 MBNB 585-79-5 -- 4.50 4.50 Caustic Flakes 1310-73-2 -- 2.90 2.90 KOH 1310-58-3 -- 1.50 1.50 TBAB 1643-19-2 -- 2.30 2.30 Methanol 67-56-1 -- 1.15 1.15 HCl 7647-01-0 -- 0.25 0.25
17 Meta Bromo Nitro Benzene
Nitro Benzene 98-95-3 -- 8.95 8.95 Bromine 7726-95-6 -- 5.70 5.70 Oleum 8014-95-7 -- 17.85 17.85
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2.2.2 Physico – Chemical Properties of Raw Materials
Table No. 2.3: Physico – Chemical Properties of Raw Materials
Sr. No. Name Chemical
Formula Molecular
Weight (g/mol)
CAS No. State Colour Odour Melting Point (°C)
Boiling Point (°C)
1. 2 Chloro Benzaldeyde
ClC6H4CHO 140.57 89-98-5 Liquid -- -- 9 – 11 °C 209 – 210 °C
2. 3 4 Nitro Chloro Benzoic Acid
C7H4ClNO4 201.56 96-99-1 Solid Light Yellow -- 180 - 183 °C
--
3. 3 4 nitro chloro benzophenone
C13H8CINO3 261.18 56107-02-9
Solid -- -- -- --
4. Acetic Anhydride C4H6O3 102.09 108-24-7 Liquid Colourless Pungent -73 °C 138 – 140 °C
5. Aluminium chloride AlCl3 133.34 7446-70-0 Solid Light Yellow -- 190 °C 187.7 °C 6. Ammonia NH3 17.03 7664-41-
7 Liquid -- -- -78 °C -33 °C
7. Ammonium Thiocynate
NH4SCN 76.12 1762-95-4 Solid -- Odourless 152 – 154 °C --
8. Benzene C6H6 78.11 71-43-2 Liquid Colourless -- 5.5 °C 80 °C 9. Beta Phenyl Ethyl
Amine C8H11N 121.18 64-04-0 Solid Colourless Amine-like -60 °C 197 – 200
°C 10. Bromine Br2 159.81 7726-95-
6 Liquid Brown Suffocating -7.2 °C 58.8 °C
11. Charcoal C 12.01 7440-44-0 Solid Black -- 3.550 -- 12. Chlorine Cl2 70.91 7782-50-5 Gas Yellow Pungent -101 °C -34 °C 13. Chloro Sulphonic
Acid HClO3S 116.52 7790-94-
5 Liquid Light Yellow -- -80 °C 151 – 152
°C 14. Chloroform CHCl3 119.38 67-66-30 Liquid Colourless -- -63 °C 60.5 – 61.5
°C 15. Cyclohexane C6H12 84.16 110-82-7 Liquid Colourless -- 4 – 7 °C 80.7 °C 16. Di - n –
Propylamine C6H15N 101.19 142-84-7 Liquid Colourless Ammonia
Odour -39.99 °C 105 – 110
°C 17. Di Potassium
Phosphate K2HPO4 174.20 7758-11-
4 Solid White Odourless 340 °C --
18. Diethyl Malonate CH2(COOC2H5)2 160.17 105-53-3 Solid Colourless -- -50.99 – -49.99 °C
199 °C
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Sr. No. Name Chemical
Formula Molecular
Weight (g/mol)
CAS No. State Colour Odour Melting Point (°C)
Boiling Point (°C)
19. DMF C3H7NO 73.09 68-12-2 Liquid Colourless Amine-like -61 °C 153 °C 20. DMS C2H6S 62.13 75-18-3 Liquid Colourless Characteristic -98 °C 38 °C 21. EDC ClCH2CH2Cl 98.86 107-06-2 Liquid Colourless Chloroform
Like -35 °C 84 °C
22. Ethyl Acetate C4H8O2 88.11 141-78-6 Liquid Colourless -- -84 °C 76.5 – 77.5 °C
23. Ethyl Cynoacetate NCCH2COOC2H5 113.11 105-56-6 Liquid Colourless -- - 22 °C 208 – 210 °C
24. G C Ester CH3COCH2COOCH3 116.08 105-45-3 Liquid -- -- -- -- 25. Hydrochloric acid HCl 36.46 7647-01-
0 Liquid Light Yellow Pungent -30 °C > 100 °C
26. Nitric acid HNO3 63.01 7697-37-2
Liquid Colourless -- -- 100 °C
27. Hyflo SiO2 60.0843 61790-53-2
Solid Light Grey Odourless 1710 °C 2230 °C
28. Isoveradehyde CH3CH3CH2CHO 86.13 590-86-3 Liquid Colourless Unpleasant < -89.99 °C 90 °C 29. Potassium
hydroxide KOH 56.11 1310-58-3 Solid -- -- 361 °C 1320 °C
30. MBNB C6H4BrNO2 202.01 585-79-5 Solid Light Yellow -- 52 – 55 °C 256 °C 31. MCF ClCOOCH3 94.50 79-22-1 Liquid Colourless -- < -80.99 °C 70 - 72 °C 32. Methanol CH3OH 32.04 67-56-1 Liquid Colourless Pungent -98 °C 64.7 °C 33. Methyl Orange C14H14N3NaO3S 327.33 547-58-0 Liquid Orange -- >300 °C -- 34. N – Heptane C6H16 100.20 142-82-5 Liquid -- -- -91 °C 98 °C 35. NABP C13H10N2O3 242.11 31431-19-
3 Solid -- -- -- --
36. Nitro Benzene C6H5NO2 123.11 98-95-3 Liquid Colourless to Yellow
Pungent 5 – 6 °C 210 – 211 °C
37. Oleum 23% H2SO4.SO3 178.14 8014-95-7
Liquid Colourless to slight yellow
Sharp 16.8 °C 45 °C
38. ONA C6H6N2O2 138.12 88-74-4 Liquid -- -- 70 – 73 °C 284 °C 39. Ortho Chloro
Toluene CH3C6H4Cl 126.58 95-49-8 Liquid Colourless -- -36 °C 157 – 159
°C 40. Para Chloro
Toluene C7H7Cl 126.58 106-43-4 Liquid Colourless -- 6 – 8 °C 162 °C
41. Phthalic C8H4O3 148.12 85-44-9 Solid White -- 131 – 134 °C 284 °C
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Sr. No. Name Chemical
Formula Molecular
Weight (g/mol)
CAS No. State Colour Odour Melting Point (°C)
Boiling Point (°C)
Anhydride 42. Phosphoryl
chloride POCl3 153.33 10025-
87-3 Liquid -- -- 1.25 °C 105.8 °C
43. Soda Ash Na2CO3 105.99 497-19-8 Solid White -- 851 °C 1.600 °C 44. Sodium
Carbonate Na2CO3 105.99 497-19-8 Solid White -- 60.5 – 61.5
°C 1.600 °C
45. Sodium Chloride NaCl 58.44 7740-23-5 Solid Colourless -- 801 °C 1.413 °C 46. Sodium Hydroxide NaOH 40.00 1310-73-
2 Solid White Odourless 318 °C 1.390 °C
47. Sodium Metal Na 22.99 7740-23-5
Solid -- -- 97.8 °C 883 °C
48. Sodium Sulphate Na2SO4 142.04 7757-82-6
Solid White Odourless 884 °C > 1.700 °C
49. Sulphur S 32.07 7704-34-9 Solid Light Yellow Slight 118 – 126 °C
444.7 °C
50. TBAB C16H36BrN 322.37 1643-19-2 Solid -- -- 102 – 106 °C
--
51. Thionyl Chloride SOCl2 118.97 7719-09-7
Liquid Colourless to light yellow
Suffocating -105 °C 79 °C
52. Thiourea NH2CSNH2 76.12 62-56-6 Solid White Odourless 170 – 176 °C
--
53. Toluene C7H8 92.14 108-88-3 Liquid Colourless Aromatic -93 °C 110 – 111 °C
54. Uracil C4H4N2O2 112.09 66-22-8 Solid Beige -- > 300 °C -- 55. Urea NH2CONH2 60.06 57-13-6 Solid White -- 133 – 135 °C --
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2.2.3 Means of Storage and Transportation of Raw Materials and Product
Table No. 2.4: Means of Storage and Transportation of Raw Materials and Products
Sr. No. Substance State Method of
Storage Quantity of
Storage Means of
Transportation
RAW MATERIAL 1. 2 Chloro Benzaldeyde Liquid Barrel 400 L By Road
2. 3 4 Nitro Chloro Benzoic Acid Solid Bags 1 MT By Road
3. 3 4 nitro chloro benzophenone Solid Bags 500 Kg By road
4. Acetic Anhydride Liquid Carboy 600 L By Road 5. Aluminium chloride Solid Bags 600 Kg By Road 6. Ammonia Liquid Barrel 600 L By Road 7. Ammonium Thiocynate Solid Bags 800 Kg By Road 8. Benzene Liquid Barrel 600 L By Road 9. Beta Phenyl Ethyl Amine Solid Carboy 800 Kg By Road 10. Bromine Liquid Bottle 200 L By Road 11. Charcoal Solid Bag 700 Kg By Road 12. Chlorine Gas Cylinder 200 Kg By Road 13. Chloro Sulphonic Acid Liquid Carboy 500 L By Road 14. Chloroform Liquid Barrel 600 L By road 15. Cyclohexane Liquid Barrel 500 L By Road 16. Di - n – Propylamine Liquid Barrel 400 L By Road
17. Di Potassium Phosphate Solid Bags 750 Kg By road
18. Diethyl Malonate Solid Bags 800 Kg By Road 19. DMF Liquid Barrel 400 L By Road 20. DMS Liquid Carboy 400 L By Road 21. EDC Liquid Barrel 600 L By Road 22. Ethyl Acetate Liquid Barrel 600 L By Road 23. Ethyl Cynoacetate Liquid Barrel 800 L By Road 24. G C Ester Liquid Barrel 500 L By Road 25. Hydrochloric acid Liquid Barrel 400 L By Road 26. Nitric acid Liquid Tank 10 KL By road 27. Hyflo Solid Bag 800 Kg By Road 28. Isoveradehyde Liquid Carboy 500 L By Road 29. Potassium hydroxide Solid Bag 800 Kg By Road
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Sr. No. Substance State Method of
Storage Quantity of
Storage Means of
Transportation
30. MBNB Solid Drum 600 Kg By Road 31. MCF Liquid Barrel 600 L By Road 32. Methanol Liquid Barrel 600 L By road 33. Methyl Orange Solid Bottle 10 Kg By Road 34. N – Heptane Liquid Barrel 500 L By Road 35. NABP Solid Drum 500 Kg By Road 36. Nitro Benzene Liquid Barrel 600 L By Road 37. Oleum 23% Liquid Tank 10 KL By Road 38. ONA Liquid Barrel 600 L By Road 39. Ortho Chloro Toluene Liquid Barrel 500 L By road 40. Para Chloro Toluene Liquid Barrel 500 L By road 41. Phthalic Anhydried Solid Bags 1 MT By Road 42. Phosphoryl chloride Liquid Carboy 400 L By Road 43. Soda Ash Solid Bags 600 Kg By Road 44. Sodium Carbonate Solid Bags 800 Kg By Road 45. Sodium Chloride Solid Bags 600 Kg By Road 46. Sodium Hydroxide Solid Bag 800 Kg By Road 47. Sodium Metal Solid Carboys 350 Kg By Road 48. Sodium Sulphate Solid Bags 700 Kg By Road 49. Sulphur Solid Bag 800 Kg By Road 50. TBAB Solid Drum 400 Kg By Road 51. Thionyl Chloride Liquid Barrel 500 L By Road 52. Thiourea Solid Bag 700 Kg By Road 53. Toluene Liquid Barrel 500 L By Road 54. Uracil Solid Carboy 800 Kg By road
55. Urea Solid Bags 800 Kg
By Road
PRODUCT 1 Distillation of Spent Solvent Liquid Tank 5 KL By Road 2 Pthalamide Solid Bags 1 MT By Road 3 3 – Nitro Chloro Benzoic Acid Solid Bag 1 MT By Road 4 Para Chloro Benzoic Acid Solid Bag 3 MT By Road 5 Ortho Chloro Benzoic Acid Solid Bag 3 MT By Road 6 Sulphonamide Solid Carboy 1 MT By Road
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Sr. No. Substance State Method of
Storage Quantity of
Storage Means of
Transportation
[4-[2-(5-chloro-2-methoxy benzamido) ethyl] Benzenesulphonamide]
7 2, 4 Di Chloro Pyrimidine Solid Carboy 500 Kg By Road
8 2 Chlorobenzldehyde 5 - Sulfonic Acid Sodium Salt Solid Bag 500 Kg By Road
9 Di Potassium Urea Phosphate Liquid Barrel 12 MT By Road
10 Nitro Chlorobenzophenon Solid Bag 2 MT By Road
11 3 - Nitro 4 - Aminobenzophenone (NABP) Solid Bag 2 MT By Road
12 Di amino Benzophenone Solid Carboy 2 MT By Road 13 2 - Nitro 4 – Thiocyno Aniline Solid Bag 2 MT By Road
14 3 - (2 – Amino – 2 - Oxoethyl) – 5 – Methyl - Hexanoic Acid Solid Carboy 2 MT By Road
15 Adduct Solid Carboy 2 MT By Road 16 Meta Bromo Anisol Liquid Barrel 1 MT By Road 17 Meta Bromo Nitro Benzene Solid Carboy 1 MT By Road
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2.2.4 Manufacturing Process with Flow Diagram and Material Balance
1. DISTILLATION OF SPENT SOLVENT
Process Description:
Distillation (Purification) of chemicals will be carried out on JOB WORK basis of the clients
having necessary consents authorization of the GPCB and with a condition that entire material
impure / low purity material, purified product shall be returned to the client and distillation residue
shall be disposed for co-processing.
The impure material received from the client, shall be subjected to vacuum distillation in the
distillation column. The impure (low purity material), pure distilled product is collected separately
and sent back to the client.
There is no chemical reaction involved in the distillation process and no effluent generation from
the distillation process.
2. PTHALAMIDE
Process Description:
The raw materials, Phthalic Anhydried and Urea are charged in a rector and then heated to melt
the raw materials. On melting chemical reaction takes place to produce Phthalamide. After
obtaining the required temperature the mass is cooled. The cooled mass is then packed in bags
as product Phthalamide.
Chemical Reaction:
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Process Flow Diagram:
3. 3-4 NITRO CHLORO BENZOIC ACID
Process Description:
Concentrated Nitric acid is charged in the reactor and then Para Chloro Benzoic Acid is charged,
maintain 60 ˚C temperature under continuous stirring for 4 – 5 hours. After completion of
reaction water is charged in the reactor. The mass is then filtered in neutch filter. The filtrate
Dilute Nitric Acid is collected and stored as Bye-product. The wet cake, Product 3 – 4 Nitro
Chloro Benzoic Acid is then dried and packed in bags as Product 3 – 4 Nitro Chloro Benzoic
Acid.
Chemical Reaction:
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Process Flow Diagram:
4. PARA CHLORO BENZOIC ACID
Process Description:
Para chloro toluene is reacted with 25% HNO3 at desired temperature and pressure.
Reaction mass is then quenched to water to form parachlorobenzoic acid.
Reaction mass is filtered and dried in dryer at desired temperature 50°C for 2 hours.
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Chemical Reaction:
Process Flow Diagram:
Mass Balance:
Input Kg Output Kg Remarks PCT 500.00 Product 355.00 Final Product HNO3 25% 1000.00 Dilute HNO3 1250.00 By Product Water 250.00 Gas 120.00
Moisture 25.00
Total 1750 Total 1750
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5. ORTHO CHLORO BENZOIC ACID
Process Description:
Ortho chloro toluene is reacted with 25% HNO3at desired temperature and pressure.
Reaction mass is then quenched to water to form orthochloro benzoic acid.
Reaction mass is filtered and dried in dryer at 50°C for 2 hours.
Chemical Reaction:
Process Flow Diagram:
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6. SULPHONAMIDE
Process Description:
Charge EDC.
Charge GC ester.
Addition of chlorosulphonic acid.
Reaction with beta phenylethyl amine.
Filter reaction mass.
Charge methanol and wet cake.
Add sodium metal.
Distill methanol.
Quench in Ammonia and water.
Filter material.
Dry in dryer.
Chemical Reaction:
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Process Flow Diagram:
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7. 2, 4 DI CHLORO PYRIMIDINE
Process Description:
Charge POCl3 and Uracil.
Heat the reaction mass to 105°C.
Maintain reaction mass.
Cool reaction mass to 70°C.
Distil POCl3.
Quench in chloroform and water.
Separate Layer.
Wash Layer with sodium carbonate.
Dry layer with sodium sulphate.
Distil Chloroform.
Chill to 10°C to solidify material.
Filter & Dry.
Chemical Reaction:
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Process Flow Diagram:
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8. 2 CHLOROBENZLDEHYDE 5 – SULFONIC ACID SODIUM SALT
Process Description:
2 chlorobenzaldehyde is added in oleum 23% at 0-5°C.
Reaction mass is maintained for 4 hours.
Reaction mass is then quenched in water and salt mixture to form 2 chlorobenzaldehyde 5-
sulfonic acid sodium salt.
Reaction mass is filtered and dried in dryer at 60°C for 4 hours. Chemical Reaction:
Process Flow Diagram:
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Process Flow Diagram:
Mass Balance:
Input Kg Output Kg Remarks Di Potassium Phosphate 1000 Product 6900.05 Final Product
Urea 2700
Water 3200
Methyl Orange 0.05
Total 6900.05 Total 6900.05
10. NITRO CHLOROBENZOPHENONE
Process Description:
3 4 nitro chloro benzoic acid is reacted with thionyl chloride in presence of benzene.
Maintain reaction mass.
Add AlCl3 under controlled temperature.
Maintain reaction mass.
Add water under controlled temperature.
Settle reaction mass.
Separate aqueous layer.
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Add water.
Distil benzene.
Quench reaction mass in water.
Filter the material. Chemical Reaction:
Process Flow Diagram:
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11. 3 - NITRO 4 - AMINOBENZOPHENONE (NABP)
Process Description:
Nitro chlorobenzophenone is reacted with ammonia in presence of methanol.
Reaction mass is maintained at 110°C in pressurise condition.
Charge Water.
After completion of reaction material is filtered.
Wet cake is dried at 50°C for 4 hours.
Chemical Reaction:
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Process Flow Diagram:
Mass Balance:
Input Kg Output Kg Remarks 3, 4 Nitro Chlorobenzophenon 400 Product 370 Final Product Ammonia 800 Mother Liquor 1150 To ETP Methanol 120 Water 200
Total 1520 Total 1520
12. DI AMINOBENZOPHENONE (DABP)
Process Description:
Charge Water and Caustic Lye.
Heat to 80 to 85°C.
Charge Sulphur and heat to 80-85°C.
Do Sparkler filter of the solution.
Charge Methanol and NABP.
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Heat to reflux.
Charcoal filter solution.
Distil methanol.
Add water.
Filter reaction mass.
Dry material.
Chemical Reaction:
Process Flow Diagram:
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14. 3 - (2 – AMINO – 2 - OXOETHYL) – 5 – METHYL - HEXANOIC ACID
Process Description:
Reaction between ethyl cyno acetate, isoveraldehyde and di-n-propyl amine with
cyclohexane as a solvent.
After reaction cyclohexane is distilled out.
Degassed mass is reacted to Di wthylmalonate, HCl in toluene as solvent.
Aqueous and organic layer separated.
Organic layer distilled to remove toluene.
After distillation heptane is added to crystaliza the material.
After crystallization mass is filtered.
Reaction mass is heated and maintained for desired time.
Material dried at 50°C and dried material is then charged in toluene.
Addition of acetic anhydride done.
After reaction toluene is distilled.
Ethyl acetate, water, HCl, Ammonia and sodium chloride added.
Aqueous and organic layer separated.
Organic layer is chilled to crystalize the material.
After crystallization material is filtered.
Material is dried at 55°C for 4 hours.
Mass Balance:
Input Kg Output Kg Remarks Ethyl Cynoacetate 100 Product 128.9 Final Product Isoveradehyde 84 Cyclohexane Recovered 108 Recycle Diethyl Malonate 156 Cyclohexane Loss 04 Di-n-Propylamine 9.9 Toluene Recovered 784 Recycle Cyclohexane 112 Toluene Loss 16 HCl 1200 Aqueous Layer 2450 To ETP Toluene 800 Heptane Recovered 82 Recycle N Heptane 85 Heptane Loss 03 Acetic Anhydride 109 Residue 20 To Co-processing Ammonia 400 Ethyl Acetate Recovered 915 Recycle Ethyl Acetate 950 Ethyl Acetate Loss 15 Water 500 Sodium Chloride 20
Total 4525.9 Total 4525.9
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Chemical Reaction:
Process Flow Diagram:
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Chemical Reaction:
Process Flow Diagram:
Mass Balance:
Input Kg Output Kg Remarks Thiourea 100 Product 190.4 Final Product DMS 90.4 Mother Liquor 600 To ETP Caustic 150 MCF 220 Water 230
Total 790.4 Total 790.4
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16. META BROMO ANISOLE
Process Description:
Charge Toluene.
Charge MBNB.
Charge TBAB.
Add caustic flakes slowly.
Add KOH slowly.
Addition of toluene and methanol mixture below 45°C.
Maintain 2-3 hrs.
Layer separation.
Distil layer at 125°C under Vacuum.
Unload material.
Chemical Reaction:
Mass Balance:
Input Kg Output Kg Remarks Toluene 600 Product 390 Final Product MBNB 350 Aqueous Layer 1290 To ETP Caustic Flakes 225 Recovered Toluene 585 Reuse KOH 115 Toluene Loss 15 TBAB 180 Methanol 90 Water 700 HCl 20
Total 2280 Total 2280
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Process Flow Diagram:
17. META BROMO NITRO BENZENE
Process Description:
Nitrobenzene and bromine reacted at 0-5°C.
Reaction mass is maintained for 6 hours.
Reaction mass is then quenched in water to form metabromo nitro benzene.
Separate Layer.
Reaction mass is filtered and dried in dryer at 50°C for 4 hours.
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Chemical Reaction:
Process Flow Diagram:
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2.2.5 Spent Solvent Recovery Process
Spent Solvent generated from manufacturing process will be collected in separate vessels. A
process will be carried out to distill out at its boiling point with adequate reflux system till good
quality of solvent recovered. The recovered solvent will be again reused in the process while
residue will be disposed for co-processing.
7.
15.
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2.3 PROJECT DESCRIPTION
2.3.1 Drawings Showing Layout Plan
Figure No. 2.1: Drawing Showing Layout Plan
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2.3.2 Land Requirement
The project is located within GIDC Industrial Estate Ankleshwar. The land is non agriculture and
totally flat. The ownership of the land is unit itself. Project expansion will be carried out within
existing premises.
GIDC plot allotment letter for the same is attached as per Annexure – 1. The detail of land area
utilization is as mentioned below;
Table No. 2.6: Land Area Bifurcation
Sr. No. Title Existing
(m2)
Proposed (m2) Total Area (m2) Ground
Floor First Floor
1. Plant Area 145.20 -- 145.20 290.40 2. Office area 30.00 -- 30.00 60.00 3. Utility Area 140.00 -- -- 140.00
4. Storage of Raw Material, Packing Material & Finished Goods 218.00 -- 218.00 436.00
5. Solvent Storage Area 165.00 -- -- 165.00 6. Hazardous Waste Storage Area 40.24 70.00 -- 110.24 7. Green Belt Area 24.00 90.00 -- 114.00 (10.10%) 8. ETP Area -- 40.00 -- 40.00 9. Open Area 365.56 -- -- 165.56
TOTAL 1128.00
Note: To comply GPCB office order No. GPCB/P-1/CEPI-12/526552 Dated 11/11/2019 regarding environment mangament of CEPI area, unit will develop additional 30% greenbelt in study area to comply provision of 40% requirement of total plot area.
2.3.3 Electric Power Requirement
Table No. 2.7: Electric Power Requirement
Electric Power Requirement
Source Existing Proposed (Additional) Total
Construction Phase -- 7.45 KW 7.45 KW DGVCL Operation Phase 110 HP 150 HP 260 HP DGVCL
Two stand by D. G Sets of capacity 125 KVA each will be installed which will be used in case of
power failure or emergency only.
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2.3.4 Water Requirement, Availability, Wastewater Generation & its Disposal
Water required for domestic and industrial purpose for existing & proposed project activity will be
procured from GIDC water line. Unit has requested to GIDC for additional water requirement.
Copy of the same is attached as per Annexure – 2.
Quantity of existing & additional water requirement and wastewater generation is as given in
below Table No. 2.8;
Table No. 2.8: Water Consumption & Wastewater Generation
Sr. No. Category
WATER CONSUMPTION (KL/day)
Existing Additional Total After Expansion A. Domestic 1.00 2.00 3.00 B. Gardening 0.50 - 0.50 C. Industrial Process 2.00 5.48 7.48
Washing -- 0.30 0.30
Boiler 5.00 20.00 25.00
Cooling 7.00 1.00 8.00
Scrubber -- 0.50 0.50
Total Industrial 14.00 27.28 41.28
TOTAL (A + B + C) 15.50 29.28 44.80
Sr. No. Category
WASTEWATER GENERATION (KL/day) Existing Additional Total After Expansion
A. Domestic 0.80 1.60 2.40 B. Industrial
Process -- 7.65 7.65
Washing -- 0.20 0.20
Boiler -- 1.10 1.10
Cooling -- 0.05 0.05
Scrubber -- 0.30 0.30
Total Industrial -- 9.30 9.30
TOTAL (A + B) 0.80 10.90 11.70
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DISPOSAL OF WASTEWATER:
EXISTING:
Domestic effluent is disposed in to Septic tank / Soak pit system.
There is no generation and discharge industrial wastewater.
AFTER EXPANSION:
Domestic effluent shall be disposed in to Septic tank / Soak pit system.
Industrial effluent generated from process and other ancillary operation will be allowed into
in-house ETP for its primary treatment. After giving primary treatment it will be forwarded to
common MEE facility operated by BEIL, Ankleshwar.
WATER BALANCE DIAGRAM (After Expansion)
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2.3.5 Details of Effluent Treatment Plant The raw effluent coming from the Different stream will be collected in to collection tank. Then
after, effluent will be transferred into Reaction tank where dosing will be done with hydrated lime
and alum. The neutralized & flocculated effluent will be then transferred in a primary settling tank
(PST). In PST, sludge will be settled at bottom of the PST which will be sprayed on sludge drying
bed, while clear over flow will be carried out in treated water sump. After that, primary treated
water will be forwarded to common MEE facility operated by BEIL, Ankleshwar. Sludge generated
from sludge drying bed will be sent to TSDF site.
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2.3.6 Detailed Treatability Study vis-à-vis the adequacy and efficiency of the treatment facilities proposed for the wastewater to be generated
Quality of Effluent
Sr. No. Parameters Unit
Quality of Effluent
Befor Treatment After Primary Treatment
1. pH -- 3.0 – 8.5 6.5 – 8.0 2. COD mg/L 10,000 – 20,000 8,000 – 18,000 3. BOD mg/L 3000 – 7000 2500 – 6000 4. TDS mg/L 25,000 – 30,000 25,000 – 30,000 5. TSS mg/L 700 – 800 200 – 300
2.3.7 Techno-Economic Viability of the Common MEE facility
To check the cost for CMEE facility, following estimation of cost is necessary.
Chemical cost Electricity cost Manpower cost Waste disposal cost Disposal Cost of CMEE
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Table No. 2.9: Flue Gas Stack
Sr. No.
Source of emission With Capacity
Stack Height & Diameter(meter)
Type of Fuel
Quantity of Fuel MT/Day
Air Pollutants
Air Pollution Control
Measures (APCM)
Existing
1. Steam Boiler (Capacity: 500 kg/hr)
11.00 m & 0.35 m
Natural Gas 124 m3/day
PM SO2 NOX
Adequate stack height is provided
2. Thermic Fluid Heater (Capacity: 1.0 Lac Kcal/hr)
11.00 m & 0.35 m
Natural Gas 150 m3/day
Adequate stack height is provided
Proposed
3. Steam Boiler (Capacity: 1000 kg/hr)
11.00 m & 0.35 m
Natural Gas 248 m3/day
PM SO2 NOX
Adequate stack height will be
provided
4. D. G Set - 02 Nos. (Stand By) (Capacity: 125 KVA)
6.00 m & 0.25 m HSD
525 L/day in each
Adequate stack height will be
provided
NOTE: Unit will install two stand by D. G Sets which will be used in case of power failure or emergency.
Table No. 2.10: Process Gas Stack
Sr. No. Specific Source of emission Type of
Emission Stack Height &
Diameter (meter)
Air Pollution Control Measures
(APCM) Existing
-- Proposed
1. Process Stack-1 (Product No. 7, 10, 13 - Reactor) HCl 9.00 m & 0.30 m Water Scrubber
followed by Alkali Scrubber 2. Process Stack-2
(Product No. 17 - Reactor) HBr 9.00 m & 0.30 m
3. Process Stack-3 (Product No. 4, 5 - Reactor) NOx 9.00 m & 0.30 m Two stage
Alkali Scrubber 4. Process Stack-4 (Product No. 10 - Reactor) SO2 9.00 m & 0.30 m
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2.3.8.2 Details of Fugitive Emission
Sources of fugitive emissions will be from raw material storage area, handling of chemicals,
manufacturing process and from vehicle movement on internal road.
Raw materials will be stored in isolated storage area and containers will be kept tightly closed. To
minimize fugitive emission, powder material will be allowed in a vessel through closed loop while
liquid material will be charged through closed pipeline.
Manufacturing activity will be carried out in closed reactors / vessels and regular checking and
maintenance of the same will be carried out to avoid any leakages. Transportation of raw
materials & products will be carried out by trolley within premises and minimum manual material
handling will be carried, so the fugitive emission due to process activity and material handling will
be minimized.
To minimize fugitive emission due to vehicle movement, regular water sprinkling will be carried
out on road and paved road will be maintained.
2.3.9 Hazardous/Solid Waste Generation and It’s Management
Hazardous/Solid waste generated from the process, effluent treatment plant and other industrial
activity will be stored in a separate hazardous waste storage area and it will be disposed at
nearest TSDF site for further treatment and disposal. The municipal solid wastes generated during
operation phase will be disposed to bin of GIDC.
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Table No. 2.12: Hazardous Waste Generation and Its Management & Handling
Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category and
Schedule
Quantity (MT/Annum) Management of HW Existing Proposed Total
1. Spent Solvents
Received from GPCB authorized
Unit
20.2 Sch. I 2520.00 -- 2520.00
Spent solvent which are mentioned in specific condition of authorization Reception from GPCB authorized units who has authorization in valid CCA to sell this waste and distillate it in own unit.
Process (Product No. 6, 13,
14)
28.6 Sch. I -- 1230.00 1230.00
Collection, storage, recovered through in-house distillation and reuse within premises
2. Empty barrels /
Raw material &
33.1 Sch. I 10.00 5.00 15.00 Collection,
Storage,
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Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category and
Schedule
Quantity (MT/Annum) Management of HW Existing Proposed Total
containers / liners contami-nated with hazardous chemicals / wastes
Finished product packing material
Transportation (through GPS mounted vehicles) and Disposal by selling to registered recycler approved by GPCB / CPCB / reuse within premises.
3.
Chemical sludge from waste water treatment
Effluent Treatment
Plant
35.3 Sch. I 1.00 9.00 10.00
Collection, Storage, Transportation (through GPS mounted vehicles) and Disposal by send it to TSDF - BEIL, Ankleshwar
4.
Concen-tration or evaporation residues
Distillation Process
20.3 Sch. I 52.50 212.40 264.90
Collection, Storage, Transportation (through GPS mounted vehicles) and Disposal for co-processing or sent to CHWIF (based on it’s CV)
5. Used Oil D.G Set
& Thermo pack
5.1 Sch. I
-- 0.20 0.20
Maximum quantity reuse in plant & machinery as lubricant and balance quantity dispose by selling to authorize re-refiners/recycler approved by GPCB/CPCB.
6. Dilute HNO3 Solution (10-12 %)
Process (Product
No. 4 & 5)
28.4 Sch. I -- 422.55 422.55
105.00 MT/Year will be reused within premises and balance
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Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category and
Schedule
Quantity (MT/Annum) Management of HW Existing Proposed Total
quantity (317.55 MT/Year) will be disposed by selling to Authorized end user as per Haz. Waste Rule-9 and after getting prior permission from GPCB.
7.
Dilute H2SO4 Solution (60-65 %)
Process (Product
No. 8 & 17)
28.4 Sch. I -- 400.15 400.15
Collection, Storage, Transportation (through GPS mounted vehicles) & Disposal by sell out to authorized users who is having authorization with valid CCA and rule 9 permission to receive this waste
8.
Hydro-bromic Acid Solution (25 %)
Scrubber B-15
Sch. II
-- 68.60 68.60
Collection, Storage, Transportation (through GPS mounted vehicles) & Disposal by sell out to authorized users who is having authorization with valid CCA and rule 9 permission to receive this waste
9. Spent Hyflo Process (Product No. 12)
28.4 Sch. I -- 3.60 3.60
Collection, Storage, Transportation (through GPS mounted vehicles) & Disposal at
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Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category and
Schedule
Quantity (MT/Annum) Management of HW Existing Proposed Total
TSDF site for landfilling
10. Spent Charcoal
Process (Product No. 12)
28.4 Sch. I -- 2.55 2.55
Collection, Storage, Transportation (through GPS mounted vehicles) & Disposal for co-processing
11. Spent HCl (30 %) Scrubber B-15
Sch. II -- 76.00 76.00
Collection, Storage, Transportation (through GPS mounted vehicles) & Disposal by sell out to authorized users who is having authorization with valid CCA and rule 9 permission to receive this waste
12. Sodium Sulfite (25-26 %)
Scrubber 35.1
Sch. I -- 19.50 19.50
Collection, Storage, Transportation (through GPS mounted vehicles) & Disposal by sell out to authorized users who is having authorization with valid CCA and rule 9 permission to receive this waste
13. Phosphoric Acid (25-30 %)
Process (Product No. 07)
28.4 Sch. I -- 75.00 75.00
Collection, Storage, Transportation (through GPS mounted vehicles) & Disposal by sell
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Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category and
Schedule
Quantity (MT/Annum) Management of HW Existing Proposed Total
out to authorized users who is having authorization with valid CCA and rule 9 permission to receive this waste
14. Sodium Nitrate (35-40 %)
Scrubber 35.1 Sch. I -- 46.65 46.65
Collection, Storage, Transportation (through GPS mounted vehicles) & Disposal by sell out to authorized users who is having authorization with valid CCA and rule 9 permission to receive this waste
15. Inorganic waste Scrubber 35.1
Sch. I -- 6.00 6.00
Collection, Storage, Transportation (through GPS mounted vehicles) and Disposal by send it to TSDF site
Unit has got membership of TSDF site M/s. BEIL. Copy of the same is attached as per Annexure – 3.
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CHAPTER – 3 DESCRIPTION OF ENVIRONMENT
The baseline environmental qualities of various environmental components like air, noise, water,
land, flora and fauna and socioeconomic form important and integral part of EIA study. The
baseline data forms the basis for predicting/assessing the environmental impacts of the project.
Following the final TOR issued by SEIAA, the impact or study area has been considered to be the
area within radius of 10 km from the project site. The project site and study area map have been
shown in Figure No. 3.1;
Figure No. 3.1: Satellite Image of Study Area (10 Km Radius)
3.1 STUDY AREA
M/s. Blitzkrieg Organics & Biochemicals Industries is located at Plot No. 5067, GIDC Industrial
Estate, Ankleshwar – 393002, Dist – Bharuch, State: Gujarat.
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The baseline study was carried out in 10.0 km radius from the centre of the project site. The
demarcation of the impact boundary in study area from the project site can be viewed in the Figure No. 3.1.
3.2 COMPONENTS & METHODOLOGY OF BASELINE SURVEY The environmental status of the study area at 10.0 km radius zone around the project site has
been studied during the summer season from 01/03/2017 to 30/05/2017 and the details are given
in the following sub-sections:
Various environmental components were monitored and samples analyzed. Apart from this,
additional data were also collected from secondary sources i.e. Government/Non Government
Agencies, Indian Metrological Department (IMD) and Census Data.
3.2.1 Establishment of Baseline for Valued Environmental Components Environmental Impact Assessment (EIA) studies need a significant amount of primary and
secondary baseline environmental data.
The primary baseline environmental data are those which need to be collected in the field to
define the status of environment (like air quality data, water quality data, noise quality etc.).
The secondary baseline environmental data are those data which have been collected over the
years and can be used to understand the existing environmental scenario of the study area by any
recognized agencies. (Such as Used IMD data for micrometeorological data rainfall, humidity and
Census data for Socio Economic etc.)
3.3 METHODOLOGY (1) Air Environment Monitoring Process:
Design of Network for AAQM Stations (Figure No. 3.3 shows all Ambient Air monitoring station)
Reconnaissance
Air quality monitoring or data collection
Air analysis
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Methodology: To understand the Air environment in the study area, Monitoring of the Air quality was done by
setting up reconnaissance and using PM2.5, PM10 Particulate Sampler & Gas bladder for monitoring
of SO2, NOX,, HCl, HBr, VOC, CO.
(2) Noise Environment Monitoring Process:
Reconnaissance
Design of Network Stations for Noise Monitoring (Figure No. 3.5 shows all noise monitoring
station including project site)
Methodology: To understand the noise environment in the study area, a survey was conducted using Sound
Level Meter at each of the location including the project site.
(3) Water Environment Monitoring Process:
Reconnaissance
Design of Network Stations for collection of water sample (Figure No. 3.6 shows all Ground
Water & Surface water sample station)
Sample collection & preservation
Analysis of water quality by using following methodology
Methodology for water sample Analysis: To understand the water Quality of the study area, analysis of all locations was conducted as per
IS: 10500:2012 of drinking water or APHA (American Public Health Association).
(4) Soil Environment Monitoring Process:
Reconnaissance
Design of Network Stations for collection of soil sample (Figure No. 3.7 shows all soil sample
collection stations)
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Sample Collection
Physico - Chemical analysis of soil based on following methodology.
Methodology for Analysis: To understand the soil quality of the study area, analysis of all locations was conducted by making
suspension of soil sample and analysis were done by using standard method of soil analysis
(APHA).
The environmental impact assessment (EIA) studies are conducted over a short period of time and
therefore the understanding the environmental trends based on few months of primary data has its
own limitations. Ideally, the primary data has to be considered along with the secondary data for
complete understanding of the existing environmental status of the area.
3.4 CLIMATE & METEOROLOGY OF THE STUDY AREA
The micro meteorological conditions at the project site will regulate the transport and diffusion of air
pollutants released into the atmosphere. The principle meteorological variables are horizontal
convective transport (average wind speed and direction), vertical convective transport (atmospheric
stability, mixing height) and topography of the area.
Secondary meteorological data for the duration from January 2016 to December 2016 as per
availability with Indian Meteorological Department (IMD) for Surat is presented in Table 3.1 (A-D)
Rainfall: Rainfall data for Surat station is presented in Table No. 3.1(A)
Table No. 3.1(A): Rainfall Data (January 2016 to December 2016)
Month Monthly Total Rainfall in (mm) Number of Rainy Days January – 2016 00 00 February – 2016 00 00 March – 2016 3.4 1 April – 2016 00 00 May – 2016 00 00 June – 2016 107.3 08 July – 2016 489.1 25 August – 2016 183.7 20 September – 2016 145.3 16
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October – 2016 177.4 5 November – 2016 00 00 December – 2016 00 00
TOTAL 1106.2 75
(Source: Indian Meteorological Department, Surat) The rainy season in the area usually from June to October. In the year 2016, it has been raining in
month of March also.
The total rainfall, during the monsoon period has been recorded as 1106.2 mm. The total number
of rainy days has been recorded about 75 days.
Temperature: Month wise average maximum and minimum temperature for the period of January 2016 to
December 2016 as recorded at IMD station Surat has been furnished in Table No. 3.1 (B). The
mean maximum and minimum temperature recorded was 41.8 oC and 11.5 oC respectively.
Table No. 3.1(B): Mean Monthly Average Max. & Min. Temperature
Month Temperature (oC) Maximum Minimum
January – 2016 35.2 11.5 February – 2016 38.0 15.0 March – 2016 41.0 20.6 April – 2016 40.2 23.4 May – 2016 41.8 27.0 June – 2016 36.5 25.2 July – 2016 32.6 23.5 August – 2016 31.8 24.0 September – 2016 34.4 22.6 October – 2016 36.2 19.5 November – 2016 35.2 15.0 December – 2016 34.2 14.0
(Source: Indian Meteorological Department, Surat) Wind:
Wind speed data for Surat station is presented in Table No. 3.1(C). Max wind speed was 20 kmph
in the month of January & August at 17:30 hrs, while the average wind speed varied from 1 to 12.
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Table No. 3.1(C): Mean Monthly Wind Speed Data
Month Wind Speed in kmph
08:30 HRS IST 17:30 HRS IST January – 2016 002 007 February – 2016 001 007 March – 2016 001 008 April – 2016 004 008 May – 2016 007 012 June – 2016 008 012 July – 2016 005 009 August – 2016 008 010 September – 2016 003 008 October – 2016 001 006 November – 2016 003 004 December – 2016 003 007
(Source: Indian Meteorological Department, Surat)
Humidity:
Monthly relative humidity for the period of January 2016 to December 2016 at Surat Weather
station of IMD recorded is as presented in Table No. 3.1(D). Relative humidity is generally high
during the period from July to October.
Table No. 3.1(D): Average Monthly Relative Humidity
Month Relative Humidity in %
08:30 HRS IST 17:30 HRS IST January – 2016 093 048 February – 2016 072 038 March – 2016 075 033 April – 2016 069 040 May – 2016 075 066 June – 2016 080 072 July – 2016 088 082 August – 2016 087 083 September – 2016 085 076 October – 2016 083 063 November – 2016 064 039 December – 2016 065 040
(Source: Indian Meteorological Department, Surat)
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Windrose: The wind rose diagram (as available with IMD, Surat) for the period of January 2016 – December
2016 is attached in Annexure – 4.
3.5 SITE SPECIFIC METEOROLOGY
Site Specific Meteorological data was collected in summer season for the period from 01/03/2017 to 30/05/2017.
3.5.1 Monitoring Methodology for Meteorological Parameters
For collection of site specific meteorological data, weather monitoring station (Make: Envirotech)
was setup. The sensors of this equipment were kept at about 10 m above ground level with free
exposure to the atmosphere at terrace of factory building for the month of March 2017, April 2017 and May 2017. Temperature, wind speed, wind direction, relative humidity was recorded.
3.5.2 Site Specific Meteorological Data
Site specific hourly mean meteorological data are as mentioned in Table No. 3.2.
Table No. 3.2: Site Specific Meteorological Data
Meteorological Parameter
Month March – 2017 April – 2017 May – 2017
TEMPERATURE (oC) Maximum 37.0 39.0 39.0 Minimum 26.0 29.0 28.0
WIND SPEED (km/hr) Maximum 18.0 18.0 21.0 Minimum 6.0 11.0 8.0
RELATIVE HUMIDITY (%) Maximum 47.0 38.0 66.0 Minimum 21.0 15.0 37.0
WIND DIRECTION Dominant WNW WSW SW
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Figure No. 3.2: Site Specific Pre-dominant Wind Rose Diagram for March, April & May 2017
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3.6 DETAILS OF BASELINE STUDY
3.6.1 AMBIENT AIR ENVIRONMENT
Ambient Air Quality: The basic objective of collection of base line data for air environment is to identify project specific
air pollutants being released into the atmosphere, which will have significant impact on air
environment of immediate vicinity of the project site. For assessment of the baseline data it is
important to specify the study area in respect of the location of the project. It was decided to study
ambient air quality at suitable different directions in the probable impact zone including the project
site.
The following criteria were also taken into account while designing the ambient air quality-
monitoring network:
1. Topography/Terrain of the study area
2. Populated areas within the region
2. Dominant wind direction.
3. Prediction of maximum concentrations and distances of their likely occurrence under prevailing
meteorological conditions
4. Representation of valid cross sectional distribution in downwind Direction 5. Representation of regional background
6. Availability of reliable power supply on a 24-hour basis
7. Even distribution of sampling locations in the study area
Reconnaissance survey was undertaken to establish the baseline status of air environment in the
study region. The prime objective of the NAAQ survey, within 10.0 km radial study area around the
plant was to establish the existing ambient air quality levels.
Location of AAQ Monitoring Stations:
The location of AAQ monitoring stations is shown in Figure No. 3.3 and details of these stations
are described in Table No. 3.3.
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Figure No. 3.3: Satellite Image Showing Ambient Air Sampling Location
Table No. 3.3: Details of Ambient Air Sampling Location
Sr. No.
Name of Village
Sampling Code Latitude Longitude
Distance from
Project Site
Direction from
Project Site Wind
Direction
1. Near Project Site
A1 21°37'9.19"N
73° 2'7.07"E
0.51 km -- --
2. Jitali A2 21°37'8.17"N 73° 3'57.06"E 3.06 km ENE Downwind
3. Gujarat Housing Board
A3 21°37'44.56"N 72°59'34.50"E 4.81 km WNW Upwind
4. Kosamdi A4 21°34'57.56"N 73° 1'58.78"E 3.45 km S --
5. Umarwada A5 21°34'50.91"N 72°58'20.60"E 7.63 km SW Upwind
6. Andada A6 21°39'18.60"N 73° 1'11.60"E 4.57 km NNW Downwind
7. Uchhali A7 21°38'37.38"N 73° 3'51.29"E 4.52 km NE Downwind
8. Sardarpura A8 21°39'7.12"N 73° 6'29.21"E 8.60 km ENE Downwind
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Parameters Monitored and Methods Used:
The Particulate Matter (PM10), Particulate Matter (PM2.5), Sulphur Dioxide (SO2) and Oxides of
Nitrogen (NOx), HCl, HBr, VOC, CO were identified as significant parameters for ambient air
quality monitoring, particularly because these are likely to be emitted from the industry and for
which ambient air quality standards are prescribed.
At all sampling locations; PM10, PM2.5, SO2, NOx, HCl, HBr, VOC, CO were monitored during
baseline study period at a frequency of twice a week at each station adopting a 24-hours schedule
to enable the comparison with ambient air quality standards prescribed by the Central Pollution
Control Board.
Results of Ambient Air Monitoring:
The data on concentrations of various pollutants were processed for different statistical
parameters like arithmetic mean, standard deviation, minimum and maximum concentration and
various percentile values.
Based on data obtained the statement showing maximum, minimum, average concentration, 98
percentile values of PM10, PM2.5, SO2, NOx, HCl, HBr, VOC, CO at different monitoring locations
in the study area have been computed and presented at Table No. 3.4.
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Observation Based on Monitoring Data:
Particulate Matter (PM10)
The maximum value of PM10 observed near project site was 91.30 μg/m3 and lowest concentration
observed at Jitali village was 57.70 μg/m3 during the study period. The average concentration of
PM10 varied from 68.83 μg/m3 to 83.20 μg/m3 at all monitoring locations during the study period,
which is well below the permissible limit of 100 μg/m3.
Figure No. 3.4(A): Graphical Representation of PM10 Concentration
Particulate Matter (PM2.5)
The maximum value of PM2.5 observed near project site was 45.10 μg/m3 and lowest was 17.60
μg/m3 at Uchhali village. The average concentration of PM2.5 varied from 21.57 μg/m3 to 39.90
μg/m3. At all the locations, the concentration of PM2.5 was observed within the permissible limit of
60 μg/m3.
Figure No. 3.4(B): Graphical Representation of PM2.5 Concentration
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Sulphur Dioxide (SO2) The highest concentration of SO2 was observed 23.50 μg/m3 at Sardarpura and lowest
concentration was 11.00 μg/m3 at Kosamdi village. The average concentration of SO2 varied from
14.19 μg/m3 to 20.50 μg/m3. At all the locations, the concentration of SO2 was within the
permissible limit of 80.0 μg/m3.
Figure No.3.4(C): Graphical Representation of SO2 Concentration Oxide of Nitrogen (NOx)
Highest concentration of NOx observed was 27.80 μg/m3 at Kosamdi village & lowest
concentration was 12.30 μg/m3 at Sardarpura. The average concentration of NOX varied from
17.59 μg/m3 to 23.67 μg/m3. At all the locations, the concentration of NOX was within the
permissible limit of 80.0 μg/m3.
Figure No. 3.4(D): Graphical Representation of NOX Concentration
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Carbon Monoxide (CO)
Highest concentration of CO observed was 308 μg/m3 at Gujarat Housing Board & lowest
concentration was 212 μg/m3 at Sardarpura. The average concentration of CO varied from 217.62
μg/m3 to 302.42 μg/m3. At all the locations, the concentration of CO was within the permissible
limit of 2000 μg/m3.
Figure No. 3.4(E): Graphical Representation of CO Concentration
Conclusion: On perusal of the results presented in Table No. 3.4, it can be concluded that the concentration of
PM10, PM2.5, SO2, NOx, HCl, HBr, VOC, CO is below the CPCB permissible limits / NAAQ
standards, 2009.
3.6.2 NOISE ENVIRONMENT
Noise can be defined as an unwanted sound. It interferes with speech and hearing and is intense
enough to damage hearing or is otherwise annoying. The definition of noise as unwanted sound
implies that it has an adverse effect on human beings and their environment. Noise can also
disturb natural wildlife and ecological system.
To understand the noise environment in the study area, a survey was conducted using Sound
Level Meter at each location is shown in Figure No. 3.5. Table No. 3.5 gives details of the
sampling location.
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Table No. 3.5: Details of Noise Sampling Location
Sr. No
Monitoring Location
Sampling Code Latitude Longitude
Distance from
Project Site
Direction from
Project Site 1. Project Site N1 21°36'52.18"N 73° 2'12.13"E -- --
2. Gujarat Housing Board N2 21°37'44.56"N 72°59'34.50"E 4.81 km WNW
3. Motali N3 21°38'56.29"N 73° 2'33.51"E 3.38 km NNE
4. Jitali N4 21°37'11.46"N 73°3'55.84"E 3.06 km ENE
5. Garden City N5 21°35'52.90"N 73° 2'41.22"E 2.08 km SE
6. Kapodara N6 21°35'38.10"N 73° 0'40.05"E 3.31 km SW
7. Bakrol N7 21°34'13.87"N 73° 0'39.87"E 5.62 km SSW
Figure No. 3.5: Satellite Image Showing Noise Sampling Location
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Noise Monitoring Schedule: Ambient noise level monitoring was carried out during the study period at each location; noise
monitoring was conducted continuously over a period of twenty-four hours to obtain Leq values at
uniform time intervals of one hour. To understand the noise environment in the study area, a
survey was conducted using Sound Level Meter at each location. All measurements were carried
out when the wind speeds were approximately 1-2 m /sec and no unusual activities were being
carried out at the monitoring locations.
Results of Noise Monitoring: The average Leq values of noise levels during daytime (Ld) varied between 42.89 to 59.31 dB
while the average Leq values of noise levels during night time (Ln) varied between 34.64 to 53.59
dB.
The one hourly Leq noise levels recorded at various locations in the study area show considerable
fluctuations because of changes in traffic movement, commercial and residential activities in the
study area.
Table No. 3.6: Average Noise Level Data
Noise Quality Data
Sr. No. Sampling Location Zone
Limit as per CPCB Guidelines Leq, dB
Avg. of Observed value Leq, dB
DAY* NIGHT* DAY* NIGHT*
1. Project Site Industrial Zone 75 70 59.31 53.59
2. Gujarat Housing Board Residential Zone 55 45 43.09 34.64
3. Motali Residential Zone 55 45 44.24 40.23
4. Jitali Residential Zone 55 45 44.78 35.00
5. Garden City Residential Zone 55 45 42.89 36.65
6. Kapodara Residential Zone 55 45 50.05 45.06
7. Bakrol Residential Zone 55 45 47.78 36.03 * Day time Leq (6.00 AM to 10.00 PM) * Night time Leq (10.00 PM to 6.00 AM)
Conclusion: Noise levels of study area are compared with the noise level standards and the comparison shows
that noise levels are well within the limits.
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3.6.3 WATER ENVIRONMENT
Water environment is widely divided into two categories:
1. Surface water: river, drains, nala, canals, lakes, ponds etc.
2. Ground water: Accumulation in deeper strata of ground.
The baseline water quality status in the region is established by analyzing surface water and
ground water. Ground water samples and surface water samples were collected and analyzed for
drinking water quality parameters i.e. physico-chemical parameters and heavy metals.
Water Monitoring Schedule and Methodology:
The water quality of the study area was studied for ground water as well as surface water by
collecting the sample from selected location within the study area. The samples were collected &
analyzed as per the guidelines of CPCB.
The details of ground and surface water sampling locations are given in Table No. 3.7. The map
showing location of sampling points is shown at Figure No. 3.6. Grab samples were collected
once during the study period. Physico-chemical parameters have been analyzed to establish the
baseline status of the surface and ground water resources in the study area.
Table No. 3.7: Details of Ground Water (GW) & Surface Water (SW) Sampling Location
Sr. No.
Sampling Location
Sampling Code Latitude Longitude
Distance from project
site
Direction from Project
Site 1. Kapodra GW1 21°35'42.89"N 72°0'45.06"E 3.31 km SW 2. Umarwada GW2 21°34'47.00"N 72°58'26.91"E 7.39 km SW 3. Amboli GW3 21°37'4.10"N 72°57'37.83"E 7.88 km W 4. Jitali GW4 21°37'11.46"N 73°3'55.84"E 3.06 km ENE 5. Kansiya GW5 21°40'8.87"N 73° 2'18.62"E 6.09 km N 6. GIDC water
reservoir SW1 21°36'42.62"N 72°0'25.53"E 3.10 km W
7. Canal water near Umarwada
SW2 21°35'21.23"N 72°58'28.91"E 7.00 km SW
8. Amravati River SW3 21°38'57.73"N 73°2'53.39"E 4.07 km NNE 9. Narmada River SW4 21°41'30.65"N 73° 0'25.16"E 9.18 km NNW
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Figure No. 3.6: Satellite Image of Ground Water & Surface water Sampling Location
Quality of Ground Water: The physico-chemical characteristic of different ground water samples are presented in Table No. 3.8;
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Results:
Ground Water Quality: Out of the five ground water locations of the study area, maximum TDS
recorded was 1789 mg/L in sample collected from Umarwada while minimum TDS was 1290 mg/L
in sample collected from Kapodra. Maximum hardness recorded was 756 mg/L from Jitali sample
while found minimum hardness 453 mg/L from Umarwada sample. Details for all parameters are
tabulated in the Table 3.8.
Surface Water Quality: Four surface water samples were collected from the near vicinity of
project site. Maximum TDS recorded was 542 mg/L from sample of Canal water near Umarwada
while minimum TDS was 259 mg/L found in sample from Narmada River. Maximum value of
chloride was detected from Canal water near Umarwada. Results for all the parameters are
tabulated below in Table 3.9.
Conclusion on Water Quality:
Analysis of ground water samples shows that TDS is higher than the desirable limit but within the
permissible limit specified by IS:10500. Hardness is higher than the desirable limit but at one
location higher than the permissible limit. Chloride is marginally higher than the desirable limit at
one location.
Analysis of surface water samples shows that Turbidity and TDS in canal water is higher than the
desirable limit but within the permissible limit specified by IS:10500. Total coliform is higher than
the permissible limit at all locations.
3.6.4 SOIL ENVIRONMENT From the geographic point of view, soil of this region fall in the category of Deep Black Clayey soil.
The district of Bharuch region has deep black soil. The deep black soil, in general, is clay-like in
texture and neutral to alkaline in reaction. These soils are most fertile soil in Black soils.
Soil Monitoring Schedule: Soil samples were collected from 05 different locations during the study period in the study area.
The details of locations selected for collection of soil samples are presented in Table No. 3.10.
The sampling locations are shown in Figure No. 3.7.
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Table No. 3.10: Details of Soil Sampling Location
Sr. No.
Sampling Location
Sampling Code Latitude Longitude
Distance from
project site
Direction from Project
Site 1. Jitali S1 21°37'11.46"N 73°3'55.84"E 3.06 km ENE 2. Sarangpur S2 21°38'29.65"N 73°3'13.67"E 3.48 km NNE 3. Piraman S3 21°37'6.02"N 72° 59'57.18"E 3.90 km W 4. Kansiya S4 21°40'17.79"N 73° 2'22.31"E 6.33 km N 5. Bakrol S5 21°34'18.01"N 73° 0'48.71"E 5.62 km SSW
Figure No. 3.7: Satellite Image of Soil Sampling Location
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Results of Soil Monitoring:
The values of important physical and chemical parameters of these soil samples are depicted in
Table No. 3.11.
Conclusion on Soil Quality: Samples collected from identified locations show that pH of soil in the study area ranging from
7.56 to 8.10. Water Holding Capacity of soil samples of the study area ranges between 61% to
77%. Porosity of soil samples of the study area ranges from 21% to 32%. Bulk density ranges
between 0.58 to 1.23 gm/cm3.
3.6.5 LAND USE PATTERN
It is known that land use of an area is controlled by the environment setting of an area. It is
constrained by the inherent characteristics of a terrain such as lithology, landform, soil, slope and
drainage. Any disturbance beyond a sustainable level affects the local environment which in turn
exerts influence on the existing landuse pattern. The pattern emerging from the landuse study
throws light on the demographic, socio-economic and prevailing condition of natural resources in
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an area. Also, landuse data is requisite for water resources inventory, flood control and is used for
environmental impact assessment of an area.
Remote sensing satellite data would assist in obtaining such valuable and formidable information
with respect to landuse environment of an area. The synoptic view under uniform illumination and
its repetitive coverage allows employing RSI (remote sensing satellite image) to generate landuse
information of an area at a periodical interval. Change of both macro and micro-level (soil and
water condition) reflected by landuse induced by developmental activities could be mapped and
relevant mitigation measures could be implemented.
Remote sensing satellite data used for the study
In the present study, National remote sensing satellite data RS2 of LISS 4 - FMX,
Path:93/Row:57, acquired has been used. A landuse map showing 10 Km radial buffer with
project site is carried out. The geographical coordinates of the project site given is 21°36'51.75"N
to 21°36'52.62"N Latitude and 73° 2'11.32"E to 73° 2'12.99"E Longitude.
Figure No. 3.8: Remote sensing satellite image
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Flow chart showing nature of work flow in Landuse analysis of the study area
Using the image elements such as color, tone, texture, size, shape and associated elements
various landuse units are delineated following the categorization and nomenclature adopted for
the national level landuse classification system as recommended by National Remote Sensing
Centre (NRSC), Department of Space, Government of India. Some of the landuse units that are
identified in the study area are listed in Table given below.
Table No. 3.12: Major Landuse units of the study area
Sr. No. Major Category Landuse unit 1. Built-up Land Village / Town / Industries 2. Agricultural Land Crop land
Fallow land Plantation
3. Waste Land Mining area
Land without scrub Land with Scrub Barren / Stony waste Mines / dumps / Abandoned quarries
4. Water bodies Rivers / Streams Tanks / Reservoirs
REMOTE SENSING SATELLITE IMAGE (RSI)
LISS IV DATA
IMAGE ANALYSIS
FIELD VISIT & CORRECTIONS
LU MAP
(10 Km Core & Buffer area)
FINAL MAPS: LU map for 10 Km area Report generation
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Landuse pattern of 10 km radial buffer area
The general landuse pattern of the core and buffer may be broadly classified into four major types
– settlement & Industries, agriculture, wasteland and water bodies. In the settlement, villages,
town and infrastructure facilities are considered. The second category agriculture consists of crop
land, fallow land and plantation. Under the wasteland category, units such as and with scrub, land
without scrub, barren area is interpreted. Lastly, water bodies such as tanks, ponds, canal and
streams are interpreted under this category. These categories are delineated from the selected
satellite image using image elements such as color, tone, texture, size, shape and associated
elements. The delineated landuse units are transformed into a spatial database in GIS
environment. The map thus generated in GIS is estimated for area and representation of each
category in the study area. The total area of LULC in the study area is calculated as 315 sq.km
and spatial distribution of various LULC categories within buffer area are discussed below.
Figure No. 3.9: Landuse map of 10 Km radial buffer around Project Site
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Built-up / Settlements Settlements in the study area are generally small to medium size in stature and area scattered.
Ankleshwar is the relatively larger settlements observed in the study area. Settlements such as
Kosamdi, Umarwada, Jitali, Andada delineated within the buffer area. The spatial extent of
settlement is estimated as 36.62 sq.km representing 11.63% of the study area and Industrial area
covers 19.91 sq.km with 6.32%.
Agricultural Land Under the broad category of agriculture crop land, fallow land and plantation is delineated.
Cultivation is mostly dependent upon canal water for irrigational activities are good. Ponds and
tanks in each village act as rainwater storage units and do support domestic requirement and
even cultivation to some extent.
Because of these conditions, minimal water requiring crops such as corn, sunflower, oil seeds,
grams, millets and coriander are cultivated. Cultivation is the most predominant crop cultivated
and even if it failed their stalks are used as fodder for cattle.
Wasteland The last category of the landuse units in the study area is “wasteland”, which denotes land parcels
that could not be utilized for cultivation even after conservation measures – such as land with
scrub, land without scrub and barren / stony area.
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Land without scrub, on the other hand is interpreted using brown to white color, medium tone and
medium texture and is generally restricted around land covered with scrub and fallow land. They
occur as small patches and very minimal area covering 10.96 sq.km representing 3.48% of the
buffer area.
Water bodies Many small and big water bodies are seen in the study area distributed all over the study area.
Water bodies are the storage units for water act as rainwater harvesting structures & canal water.
They support the domestic water requirements and for cattle. At some places, they may also use
for irrigation purpose and are very limited. Few dry stream courses are also seen in the study
area. In the satellite image, water bodies are interpreted by their light blue to greyish blue color,
smooth tone and smooth texture.
Most of the water bodies retain water for a shorter period after precipitation due to the soil
constraint and hence go dry soon. Spatial extent of stream and water bodies is estimated at 7.56
sq.km and 2.4 percent. The Narmada River covers around 11.81 sq.km with 3.75% of 10 km
radius. The area of various landuse categories as derived from the satellite data within the buffer
area is given below:
Table No. 3.13: Landuse Categories within 10 Km Buffer zone and their Spatial Extent
Sr. No. Landuse Units Area (Sq.Km) Percentage (%)
1. Crop Land/Fallow land 161.76 51.35 2. Plantation 9.61 3.05 3. Land with Scrub 50.26 15.96 4. Land without Scrub 10.96 3.48 5. Industry 19.91 6.32 6. Water bodies 7.56 2.4 7. Settlement 36.62 11.63 8. River 11.81 3.75 9. Brick Manufacturing 0.75 0.24
10. Mudflat 5.76 1.83 Total 315 100
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Graphical Representation of Landuse Categories within 10 Km Buffer zone
Recommendations With the observations and inferences from the above detailed analysis using remote sensing
satellite data around 10 km area, the following recommendation may be made with respect to
monitoring landuse pattern in the project.
1. A periodical monitoring and updating of landuse pattern at an annual interval 10 Km area using
large resolution (LISS IV) satellite data.
2. Generation of landuse information using larger resolution (LISS IV) satellite to update extent of
changes within the landuse pattern.
Conclusion The study may be concluded with following observations and inferences from the analysis of
remote sensing satellite data.
1. The study area is predominantly covered by agricultural land – crop, current fallow and
plantation and dependent mostly upon the monsoon rainfall.
2. The digital analysis of the satellite data has helped to appreciate the intricacies of terrain
parameters in controlling landuse pattern of the study area.
3. Landuse pattern shows constraints in crop cultivation in term of land capability, soil and water
availability and mostly left as “fallow”.
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4. Rainfed crops such as oil seeds, sunflower, ragi, maize, millets, grams, coriander and corn
are cultivated. The stalks of corn are used as fodder when crop failed due to paucity of
sufficient rainfall.
5. Most of the land parcels are kept as “fallow” and readied for cultivation during monsoon
periods – both southwest and northeast monsoon.
6. Interestingly, naturally growing thorny scrub, prosopis, is also cultivated in the field. It is used
as fuel wood and burnt to produce charcoal. This lead to the inference on the severe limitation
imposed on the cultivation practice.
3.6.6 TOPOGRAPHY
The overall topography of the site is flat with a gentle slope from southeast towards south east.
The overall topography of the area is marked by alluvial plains. The site elevation is about 16 to
17 meters. The topographical map of the project site is as shown in Figure No. 3.10.
Project site is located in the NW direction of Gujarat. It has an average elevation of 31 to 37
metres. The approximate centre of the project site is geographically positioned at 21°36'51.75"N
to 21°36'52.62"N Latitude and 73° 2'11.32"E to 73° 2'12.99"E Longitude. The topographic contour
map has been generated from SRTM data.
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Figure No. 3.10: Topography Map
3.6.7 DRAINAGE PATTERN
The site is falling within Ankleshwar in Gujarat. The study area is relatively flat with maximum
elevation of 110 m above mean sea level. Major areas within the 10 km from the site are relatively
flat having elevation less than 16-17 m. Hence, considering the lower extreme of elevation & flat
terrain, it has been decided to utilize SRTM data for generation of better drainage system of the
region.
The drainage pattern of 10 km study area has been captured up to fourth order from the satellite
images as well as SRTM sheet data and updated with the help of various secondary data sources
available.
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The drainage pattern was studied using 5 m depression fill for stream threshold cell count of 500
on SRTM data, considering the relatively flat terrain as well as elevation extremes of the region.
The SRTM with 30 arc second resolution has been obtained from NASA WMS server and used for
creation of drainage pattern of the area. The drainage pattern generated has been superimposed
on the administrative map and has been presented as stream & river in Figure No. 3.11.
Figure No. 3.11: Drainage Map
3.6.8 GEOLOGY & HYDROGEOLOGY
This brief note deals with the field observations carried out to ascertain geological study,
Hydro-geological inventory and nature and behavior of subsurface formation such as
thickness of topsoil, weathered formation/ persistence of any soft-hard rock below ground level
for EIA study. Geomorphological, geological and hydrogeological inventory of the area was carried
out and all possible technical details were collected from the plant area as well as surrounding
area. Geologically the Bharuch district is also occupied with Balstic rocks in its Eastern part and
by Alluvium in its Western and southern parts.
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Near surface Geological formation of the area belongs to Holocene age. According to study,
Geological formations of flood plain deposit have been found in and around studied area,
presence of black cotton soil in the south east of studied area, mainly contains brown clay in the
buffer area. No rock outcrop has been reported at shallow depth. Area belongs to fluvial
environment to coeval environment deposit. The formation exposed in and around the
investigated area as GSI 1988 the stratigraphic sequence of the area is given in Table No. 3.14.
Table 3.14: Stratigraphic sequence of the area
ERA PERIOD AGE LITHOLOGY
CEN
OZO
I
C
Quaternary Holocene Gujarat Alluvium, Sand, silt, clay with gravel bed Pleistocene Coarse sand, clay, Kankar
Tertiary Pliocene Clay stone, Sandstone, Conglomerate Miocene Conglomerate, Fossil limestone, calcareous sandstone.
As per geomorphological study, low lying area is towards west and south west. It means ground
slope is towards west and southwest of the studied area. Regional water flow direction is towards
west and south west. Narmada River is the main perennial surface water source or surface water
body within the study area. All minor streams confluence into Narmada River and lastly merge in
Arabian Sea.
Figure No. 3.12: Geological Map
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Figure No. 3.14: Hydrogeomorphology Map
3.6.9 BIOLOGICAL ENVIRONMENT
The following sections provide an overview of the existing biological environment of the study area
(up to 10 km radius from project site). The biological study of the area has been conducted in
order to understand the ecological status of the existing flora and fauna to generate baseline
information and evaluate the probable impacts on the biological environment, accordingly the
mitigation measures will be adopted to reduce the impact on biological environment.
Scope & Objective of the Study:
To conduct detail study for floral/faunal/avifaunal elements in the study area of project site.
To assess scheduled species in the site. (Rare, endangered, critically endangered, endemic and vulnerable)
To identify locations and features of ecological significance.
To collect Baseline data for the study area along with a description of the existing terrestrial, wetland and aquatic vegetation.
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Description of Study Area: The study area comprises of two zone core zone and buffer zone, project site is core zone and
surrounding 10.0 km radius considered as a buffer zone.
Status of ecological features:
There is no any forest, eco-sensitive zone, wildlife sanctuary, national park falls within buffer zone,
as project falls under GIDC Ankleshwar (Gujarat)
Field data collection: Terrestrial ecology:
Study of flora:
The present study on the floral assessment for the project activity for study area is based on
extensive field survey. The study has been conducted in summer season. The plant species were
identified with the help of taxonomists of related fields and nearby Institutions. Besides the
collection of plant species, information was also collected with vernacular names of plant species
made by local inhabitants. In this process the whole study area was divided into different sections
to get the maximum diversity of plant species.
Table No. 3.15: Details of EB Sampling Location
Sr. No.
Name of the Village
Sampling Code Latitude Longitude
Distance from
project site
Direction from Project
Site 1. Jitali EB1 21°37'10.78"N 73°4'1.87"E 3.06 km ENE
2. Uchhali EB2 21°38'20.73"N 73°4'3.14"E 4.57 km NE
3. Kosamdi EB3 21°35'13.27"N 73° 1'54.29"E 3.45 km S
4. Piraman EB4 21°37'2.09"N 72°59'52.04"E 3.90 km W
5. Andada EB5 21°39'18.80"N 73°1'18.50"E 4.88 km NNW
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Figure No. 3.15: Satellite Image of EB Sampling Location
Core zone / project site:
Project site falls in the industrial area so only some weed plant and thorny scrub vegetation were
found there, like Parthenium hysterophurs, Commilinia benghalensis, Prosopis juliflora, Calotropis
procera, etc.
Buffer zone:
About 10.0 km radius from project site is considered as buffer zone. Five villages have been taken
for getting maximum diversity (Refer map for monitoring station of EB study). Study has been
done by quadrate method and extensive field survey. Major crops observed nearby villages are
wheat, cotton, Tuar etc. List of flora diversity observed in buffer zone are listed below.
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The presence of wildlife was also confirmed from the local inhabitants depending on the animal
sightings and the frequency of their visits in the project area. In addition review of secondary data
was another source of information for studying the fauna of the area. In addition the following
sources were also used.
Sighting during ecological studies.
Animal call.
Foot mark and excreta.
Review of previous studies.
Core zone/project site:-
Project site falls under GIDC Ankleshwar, so no wild fauna has been observed there however
some domestic animals & reptiles has been observed near project site like dogs, cats, lizards,
mouse, squirrel etc.
Buffer zone:
Buffer zone of the project site has been studied through transect methods with GPS and field
identification guide. Birds were observed during the most active period specially mornings (6:00 to
10:00 hours) in a day. Birds were noted, and identified with the help of 8X40 “Optima Zenith”
binocular and standard field identification guides. (Salim Ali, Grimmett & Kazmierczak). Whenever
possible photographs were taken during the survey. Additional information was collected through
visual observations or by interviewing local residents. Secondary information gathered from online
resources like research articles or published work from Forest & Environment Department.
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List of Avifaunal Species Observed / Reported in the Study Area
Sr. No. Scientific Name Common Name Family Schedule as
per WPA 1972 Status as per
IUCN category 1. Bubulcus ibis Cattle Egret Ardeidae IV LC 2. Columba livia Rock Pigeon Columbidae IV LC
3. Eudynamys scolopacea Asian Koel Cuculidae IV LC
4. Francolinus
pondicerianus
Grey Partridge Phasianidae IV LC
5. Corvus splendens House Crow Corvidae IV LC
6. Saxicoloides fulicata Indian Robin Muscicapidae IV LC
7. Passer domesticus House Sparrow Passeridae IV LC
8. Pycnonotus cafer Red-vented Bulbul Pycnonotidae IV LC
9. Acridotheres ginginianus Bank Myna Sturnidae IV LC
10. Turdoides caudatus Common Babbler Sylviidae IV LC
11. Psittacula krameri Rose-ringed Parakeet
Psittacidae IV LC
12. Lanius excubitor Grey Shrike Laniidae IV LC
13. Dicrurus macrocercus Black Drongo Corvidae IV LC
14. Nectarinia asiatica Purple Sunbird Nectariniidae IV LC
15. Tadorna ferruginea Brahminy duck Anatidae IV LC
16. Elanus caeruleus Black-winged Kite Accipitridae IV LC
Source: Survey team in consultation with concern state forest officials, secondary sources and consultation with local people
3.6.10 SOCIO ECONOMIC ENVIRONMENT
The socio economic parameters viz. population growth, density, sex ratio, health, work force
participation, occupational structure, literacy rate, etc. play an important role determining the
impact of the proposed activity on the human population of the study area, directly or indirectly.
The Socio economic environment also includes description of demography, available basic
amenities like housing, health care services, transportation, communication, education and
cultural activities. There are 30 villages covered within 10 km study area. The following Table No. 3.16 shows the distance and direction of the villages from the project
site.
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Table No. 3.16: Identified Villages in the Study Area
Sr. No. Village Name
From the project Site Aerial Distance (km) Direction
1. Amboli 7.88 km W 2. Amrutpura 5.56 km NNE 3. Andada 4.57 km NNW 4. Avadar 6.28 km E 5. Bakrol 5.62 km SSW 6. Bhadi 7.04 km SSW 7. Borbhatha 9.15 km NW 8. Borbhatha Bet 8.24 km NNW 9. Dadhal 3.22 km ENE 10. Divi 6.50 km NW 11. Jitali 3.06 km ENE 12. Kansiya 6.09 km N 13. Kapodara 3.31 km SW 14. Kararvel 5.87 km ENE 15. Kharod 7.68 km SSW 16. Kondh 5.58 km SE 17. Kosamdi 3.45 km S 18. Mandvabuzarg 7.39 km NE 19. Motali 3.38 km NNE 20. Mulad 9.04 km NNE 21. Pardi mokha 8.09 km ESE 22. Piprod 5.57 km SE 23. Piraman 3.90 km W 24. Samor 7.11 km N 25. Sanjali 7.97 km SW 26. Sarangpur 3.48 km NNE 27. Sardarpura 8.60 km ENE 28. Uchhali 4.52 km NE 29. Umarwada 7.63 km SW 30. Untia 8.50 km ENE
Method of Data Preparation:
The Census District Book, Map has been used to identify the settlements at various distances
from the project site and compile the demographic data as per the requirement of environmental
clearance questionnaire for different distance bands from the project site.
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Demographic Structure: As per census 2011, the study area has total population of around 110638 people. The
demographic status of the study area is reported in following Table No. 3.17.
Table No. 3.17: Population Details
Sr. No. Village Name
Total Population Total No. of Household Total Male Female
1. Amboli 1072 539 533 214 2. Amrutpura 943 502 441 182 3. Andada 16730 8913 7817 4076 4. Avadar 1333 707 626 291 5. Bakrol 1591 851 740 393 6. Bhadi 2831 1381 1450 529 7. Borbhatha 1176 596 580 252 8. Borbhatha Bet 4680 2411 2269 996 9. Dadhal 3695 1838 1857 758 10. Divi 581 289 292 125 11. Jitali 4225 2160 2065 921 12. Kansiya 3686 1913 1773 755 13. Kapodra 4512 2411 2101 956 14. Kararvel 1526 785 741 329 15. Kharod 4658 2623 2035 802 16. Kondh 4562 2372 2190 942 17. Kosmadi 12287 6458 5829 122 18. Mandvabuzarg 5938 2995 2943 1242 19. Motali 895 459 436 180 20. Mulad 1043 529 514 211 21. Pardi mokha 586 292 294 118 22. Piprod 607 298 309 127 23. Piraman 2358 1181 1177 513 24. Samor 1294 670 624 292 25. Sanjali 5344 3734 1610 1560 26. Sarangpur 16671 9373 7298 3768 27. Sardarpura 456 247 209 102 28. Uchhali 895 451 444 198 29. Umarwada 3711 1874 1837 761 30. Untia 752 378 374 174 Total 110638 59230 51408 21889
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Table No. 3.18: Scheduled Castes and Scheduled Tribes
Sr. No. Village Name
Scheduled Castes Scheduled Tribes Total Male Female Total Male Female
1. Amboli 121 54 67 746 377 369 2. Amrutpura 0 0 0 932 496 436 3. Andada 2229 1163 1066 2550 1284 1266 4. Avadar 0 0 0 872 458 414 5. Bakrol 83 41 42 889 448 441 6. Bhadi 13 8 5 1006 495 511 7. Borbhatha 0 0 0 862 444 418 8. Borbhatha Bet 33 16 17 1440 741 699 9. Dadhal 28 15 13 1325 657 668 10. Divi 11 5 6 461 228 233 11. Jitali 92 43 49 2106 1064 1042 12. Kansiya 11 8 3 1782 936 846 13. Kapodra 91 49 42 1532 790 742 14. Kararvel 19 7 12 658 341 317 15. Kharod 70 35 35 1173 607 566 16. Kondh 165 79 86 2285 1170 1115 17. Kosmadi 288 145 143 1962 1005 957 18. Mandvabuzarg 201 104 97 2473 1248 1225 19. Motali 5 3 2 734 375 359 20. Mulad 58 33 25 611 299 312 21. Pardi mokha 0 0 0 217 100 117 22. Piprod 0 0 0 412 200 212 23. Piraman 112 51 61 1019 509 510 24. Samor 44 22 22 858 446 412 25. Sanjali 106 52 54 1085 580 505 26. Sarangpur 0 0 0 204 105 99 27. Sardarpura 0 0 0 204 105 99 28. Uchhali 30 16 14 504 257 247 29. Umarwada 186 95 91 1930 1001 929 30. Untia 0 0 0 427 219 208 Total 3996 2044 1952 33259 16985 16274
Literacy:
An understanding of education and literacy profile in the region is relevant in order to understand
better jobs due to the proposed project could utilize the existing human resource in the area.
Overall literacy rate for the 30 villages as per the census 2011 is 72.07%.
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Table No. 3.19: Literacy Details
Sr. No. Village Name
Literate Illiterate Total Male Female Total Male Female
1. Amboli 782 414 368 290 125 165 2. Amrutpura 619 354 265 324 148 176 3. Andada 13253 7355 5898 3477 1558 1919 4. Avadar 963 537 426 370 170 200 5. Bakrol 1183 699 484 408 152 256 6. Bhadi 1805 934 871 1026 447 579 7. Borbhatha 787 451 336 389 145 244 8. Borbhatha Bet 3204 1878 1326 1476 533 943 9. Dadhal 2708 1436 1272 987 402 585 10. Divi 458 246 212 123 43 80 11. Jitali 2897 1593 1304 1328 567 761 12. Kansiya 2627 1517 1110 1059 396 663 13. Kapodra 3203 1804 1399 1309 607 702 14. Kararvel 1039 590 449 487 195 292 15. Kharod 3749 2178 1571 909 445 464 16. Kondh 3208 1813 1395 1354 559 795 17. Kosmadi 8880 4925 3955 3407 1533 1874 18. Mandvabuzarg 4089 2277 1812 1849 718 1131 19. Motali 545 313 232 350 146 204 20. Mulad 758 422 336 285 107 178 21. Pardi mokha 467 249 218 119 43 76 22. Piprod 360 192 168 247 106 141 23. Piraman 1696 924 772 662 257 405 24. Samor 699 392 307 595 278 317 25. Sanjali 4321 3216 1105 1023 518 505 26. Sarangpur 11430 7062 4368 5241 2311 2930 27. Sardarpura 384 208 176 72 39 33 28. Uchhali 597 320 277 298 131 167 29. Umarwada 2516 1363 1153 1195 511 684 30. Untia 512 278 234 240 100 140 Total 79739 45940 33799 30899 13290 17609
Occupational Structure:
The occupational structure of the area shows among the total population of 110638, main workers
are 33517 (30.29%), marginal workers are 3809 (3.44%) and non workers are 57097 (51.60%).
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Table No. 3.20: Occupational Layouts
Sr. No. Village Name
Main Workers Marginal Workers Non Workers
Total Male Female Total Male Female Total Male Female 1. Amboli 275 209 66 322 136 186 475 194 281 2. Amrutpura 252 192 60 136 90 46 555 220 335 3. Andada 5486 4946 540 264 170 94 10980 3797 7183 4. Avadar 361 331 30 246 128 118 726 248 478 5. Bakrol 554 477 77 228 81 147 809 293 516 6. Bhadi 868 739 129 30 26 4 1933 616 1317 7. Borbhatha 506 344 162 42 8 34 628 244 384 8. Borbhatha Bet 2110 1431 679 204 78 126 2366 902 1464 9. Dadhal 1152 949 203 149 112 37 2394 777 1617 10. Divi 210 167 43 2 1 1 369 121 248 11. Jitali 1384 1078 306 226 159 67 2615 923 1692 12. Kansiya 1592 1178 414 221 63 158 1873 672 1201 13. Kapodra 1535 1267 268 47 25 22 2930 1119 1811 14. Kararvel 403 345 58 141 82 59 982 358 624 15. Kharod 1236 1021 215 54 33 21 3368 1569 1799 16. Kondh 1563 1213 350 220 112 108 2779 1047 1732 17. Kosmadi 4164 3540 624 277 156 121 7846 2762 5084 18. Mandvabuzarg 2086 1877 209 172 55 117 3680 1063 2617 19. Motali 347 269 78 38 5 33 510 185 325 20. Mulad 393 282 111 44 20 24 606 227 379 21. Pardi mokha 191 162 29 8 6 2 387 124 263 22. Piprod 251 182 69 13 8 5 343 108 235 23. Piraman 836 640 196 31 18 13 1491 523 968 24. Samor 587 430 157 30 15 15 677 225 452 25. Sanjali 2875 2695 180 301 253 48 2168 786 1382 26. Sarangpur 106 97 9 96 63 33 254 87 167 27. Sardarpura 106 97 9 96 63 33 254 87 167 28. Uchhali 297 250 47 27 10 17 571 191 380 29. Umarwada 1389 1068 321 40 17 23 2282 789 1493 30. Untia 402 248 154 104 6 98 246 124 122
Total 33517 27724 5793 3809 1999 1810 57097 20381 36716
INFRASTRUCTURE AVAILABLE:
Ankleshwar is a city and a municipality in the Bharuch district of the state of Gujarat.
Infrastructures facilities like transportation, power supply, water supply, higher educational system
and good health services, better communication network are available in all villages covered under
study area.
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CHAPTER – 4 ANTICIPATED ENVIRONMENTAL IMPACT & MITIGATION MEASURES
4.1 INTRODUCTION
Impact assessment describes identification and appraisal of various impacts due to the
expansion of the project.
"Environmental Impact" can be defined as any alteration of environmental conditions or
creation of a new set of environmental conditions, adverse or beneficial, caused or induced
by the action or set of actions under consideration.
4.2 IMPACT ASSESSMENT MATRIX
From the Table No. 4.1 significant impacts are identified. They are further elaborated with
characterization and assessment in Table No. 4.2.
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4.3 OVERALL IMPACTS ON ENVIRONMENT
The project is located within GIDC area. Unit is going for expansion of project by addition of
new products within existing premises. For expansion of project, construction activity will be
carried out.
The environment impact due to expansion of project will be evaluated considering the
following parameters;
Air Environment
Water Environment
Noise Environment
Land Environment
Biological Environment
Socio-Economic Environment
4.3.1 Impact on Air Environment
The impact on the air environment due to expansion of project during the construction and
operation phase is as mentioned below.
CONSTRUCTION PHASE: For expansion of project, construction activity will be carried out. During the construction phase,
there will be an increase in PM level along with NOX (from vehicle exhausts) due to
transportation of construction material at site. PM shall be raised due to civil construction,
handling of construction materials and increase in vehicular traffic. During the construction
activity the major impact on the air environment will be due to increase in the fugitive
emissions.
The adverse impact is expected to be negligible and temporary. To control the dust emission,
covered sheet (barricading) at periphery of boundary will be provided, regular water
sprinkling shall be done on road, and other unpaved areas. Covered shed will be provided for
cement unloading activity. Tarpaulin cover will be provided on excavated earth. Green-belt
development shall however have a significant positive impact.
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OPERATION PHASE:
Discharge of air pollutants into ambient air can cause impact on surrounding area of air and
ecology. Due to proposed expansion project activities, it is expected to have short-term
impact on the air quality. At present, unit has installed Natural gas based one Steam Boiler
and one Thermic Fluid Heater. There is no process gas emission from existing process.
For expansion of project, unit will install one additional natural gas based Steam Boiler of
capacity 1000 kg/hr. Also unit has proposed two stand by D. G Sets of capacity 125 KVA
each which will be used in case of power failure or emergency only.
Natural gas is clean fuel and generating less pollution. As natural gas will be used as a fuel,
air pollution control system will be not proposed. Adequate stack height will be provided to
disperse air pollutants into ambient air effectively. HSD will be used as fuel in D. G Set.
After expansion, there shall be process gas emission. To control HCl & HBr gas emission,
Water scrubber followed by Alkali Scrubber will be installed as an air pollution control system.
To control SO2, NOx gas emission, two stage alkali scrubber will be installed as air pollution
control system.
The adequate stack height will disperse the pollutants, though in small quantity, effectively
and ensures that the ground level concentrations of pollutants in the surrounding environment
remain well within the permissible limits.
Air quality deteriorates for small period of time, during transportation, loading & unloading of
various materials etc. This impact will be negative in nature for prevailing ambient air quality
but it will last for short period of time and will remain confined within the plant premises.
Hence, no major adverse impact is predicted.
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4.3.1.1 Assessment of Impacts on Air Quality Using Dispersion Model
Assessment of impacts on air quality is done by using Gaussian Dispersion Formula by
computer based dispersion models. In the present study, Lakes Environmental Software
“AERMOD View 8.2.0” has been used to find out the maximum ground level concentration of
pollutant.
The input values for model are shown below:
Stack Attached To Height from GL (m)
Internal Diameter
(m) Type of
Pollutant
Pollutant Emission
Rate (g/sec)
Exit Gas Velocity (m/sec)
Exit Gas Temp
Steam Boiler (Capacity: 1.0 TPH) 11.0 m 0.35 m
PM SO2 NOX
0.0667 0.1167 0.0418
10.0 112 oC
D. G Set – 2 Nos. (Stand By) (Capacity: 125 KVA each)
6.0 m 0.25 m
PM SO2 NOX CO
0.085 0.074 0.586 0.096
8.0 106 oC
Process Vent – 1 9.0 m 0.30 m HCl 0.007 5.0 40 oC
Process Vent – 2 9.0 m 0.30 m HBr 0.010 5.0 40 oC
Process Vent – 3 9.0 m 0.30 m NOX 0.017 5.0 40 oC
Process Vent – 4 9.0 m 0.30 m SO2 0.014 5.0 40 oC
From the output of the “AERMOD View 8.2.0” dispersion model, the highest / maximum
ground level concentration can be worked out, which will indicate the incremental value in
that pollutant.
The Isopleths have been prepared using Lakes Environmental Software “AERMOD View
8.2.0”. The Isopleths of each of the pollutant is given below:
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ISOPLETHS OF PM
ISOPLETHS OF SO2
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ISOPLETHS OF NOX
ISOPLETHS OF CO
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ISOPLETHS OF HCl
ISOPLETHS OF HBr
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Ground Level Concentration of Pollutants at Various Locations
Sr. No.
Monitoring Station
Distance & Direction
from project site
Baseline Concentration (μg/m3)
Incremental GLC (μg/m3)
Cumulative Concentration (μg/m3)
PM10 PM2.5 SO2 NOX PM10 PM2.5 SO2 NOX PM10 PM2.5 SO2 NOX
1. Near Project Site (A1)
0.51 km 91.3 45.1 22.8 25.2 0.0000 0.0000 0.0000 0.0000 91.300 45.100 22.800 25.200
2. Jitali (A2) 3.06 km & ENE
72.5 28.4 16.5 20.8 0.0196 0.0131 0.0394 0.1802 72.520 28.413 16.539 20.980
3. Gujarat Housing Board (A3)
4.81 km & WNW
80.6 30.8 20.3 26.7 0.0129 0.0086 0.0258 0.1173 80.613 30.809 20.326 26.817
4. Kosamdi (A4)
3.45 km & S
80.3 40.3 17.6 27.8 0.0158 0.0106 0.0315 0.1428 80.316 40.311 17.632 27.943
5. Umarwada (A5)
7.63 km & SW
78.5 32.6 17.6 22.8 0.0082 0.0055 0.0164 0.0740 78.508 32.606 17.616 22.874
6. Andada (A6)
4.57 km & NNW
84.5 38.4 15.3 23.8 0.0139 0.0093 0.0278 0.1258 84.514 38.409 15.328 23.926
7. Uchhali (A7)
4.52 km & NE
75.2 25.2 19.3 21.2 0.0140 0.0093 0.0281 0.1281 75.214 25.209 19.328 21.328
8. Sardarpura (A8)
8.60 km & ENE
90.0 39.5 23.5 21.5 0.0051 0.0034 0.0102 0.0468 90.005 39.503 23.510 21.547
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Base line study indicates that the ambient level of various pollutants like PM2.5, PM10, SO2, NOX, CO, HCl, HBr is within the limits stipulated by National Ambient Air Quality (NAAQ)
Standards, 2009 for notified Industrial, Residential, Rural and Other Areas. The adequate
height of the stack so provided will help in dispersing the pollutants emitted from the stacks
effectively into the atmosphere. As mentioned earlier, the company shall regularly monitor
the ambient air quality within and outside the factory, so as to assess the status of the air
environment.
Sources of fugitive emissions from the project activity are enumerated below:
Storage area of raw materials
Manufacturing process (Valves, Joints, Vents, Seals, etc.)
Vehicle movement on internal roads
To minimize fugitive emission, powder material will be allowed in a vessel through closed
loop while liquid material will be charged through pipeline.
Transportation of raw materials & products will be carried out by trolley within premises and
minimum manual material handling will be carried, so the fugitive emission due to process
activity and material handling will be minimized.
From the above, it can be concluded that after the expansion of project and implementation
of Environmental Management Planning in a proper manner, the Ambient Air Quality will not
exceed NAAQ Standards.
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4.3.2 Impact on Water Environment
CONSTRUCTION PHASE:
During the construction phase, water will be utilized for civil work and drinking water for
labours. The water will be procured from GIDC line. No ground water will be used for the
project.
Domestic wastewater generated during the construction phase will be disposed off through
soak pit / septic tank.
OPERATION PHASE:
At present, water required for domestic and industrial purpose is procured from GIDC water
supply line. After expansion, additional water required will be procured from GIDC water
supply line. No ground water will be used for the proposed project activity.
Domestic effluent will be disposed in to existing Septic tank / Soak pit system.
At present, there is no generation and discharge industrial wastewater. Unit is ZLD. After
expansion, Industrial effluent generated from process and other ancillary operation will be
allowed into in-house ETP for its primary treatment. After giving primary treatment it will be
forwarded to common MEE facility operated by BEIL, Ankleshwar.
There shall be no direct discharge of industrial effluent into ground or surface water or on
land. Hence, no impact on ground or surface water quality is envisaged due to expansion of
project. Based on above discussion, it can be concluded that there shall be no impact on
ground or surface water due to expansion of project.
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4.3.3 Impact on Noise Environment
CONSTRUCTION PHASE:
For expansion of project, construction activity will be carried out. Noise will be generated during
construction work, due to movement of vehicles, heavy equipment machinery.
As the construction phase will over, the noise level will come to its background concentration
without affecting much to the nearby human habitats. Thus, the impact on the noise
environment during the construction phase will be short term and temporary.
These impacts on noise environment cannot be eliminated but would be reduced. Plan to
curb noise likely to be generated from the use of construction equipments are as follows;
Machinery which creates highly noise will be avoided to use. Use of old age machineries
should be avoided.
The machinery used for construction will be of high standard of reputed make and will
adhere to International standards.
Lubrication will be carried-out periodically for rotational machinery.
Apart from this, the construction activities will be restricted to daytime only.
Ear Plug will be provided to those working near high noisy machinery mixer / vibrator
machine.
Most of the noise generated in this phase would be spread throughout the site depending
upon equipment operation at a location. Impact on onsite workers are expected to be
highest but can be reduced substantially with use of PPE like earplugs and earmuffs.
Acoustic enclosure will be provided to the machinery generating high noise.
It can be concluded that due to various construction activities, there will be short term noise
impacts in the immediate vicinity of the project site.
OPERATION PHASE:
The impact on noise environment due to project activity will be from manufacturing area,
utility operation and transportation. During installation of new machineries& equipment, noise
will generate which will be short term impact. Noise will generate during manufacturing
activity which will be long term impact.
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Noise generation associated with vehicular movement within the plant premises will increase
ambient noise level for shorter period of time and the negative impact generated due to this
will get reversed with the passage of time.
To prevent noise pollution, ear-protecting devices will be provided to personnel working in
high noise generating zones. Anti-vibrating pads and acoustic enclosure shall be provided to
the D.G set.
4.3.4 Impact on Land/Soil Environment
CONSTRUCTION PHASE:
The unit is located in GIDC area. For expansion of project, construction activity will be carried
out. Also there will be installation of new machineries & equipments. GIDC has already
developed road, storm drain in this area. No alternate route/drain required for this project.
Due to availability of all other physical infrastructures, the topography of land and land use
pattern of surrounding area will not change.
OPERATION PHASE:
Improper storage and handling of raw materials, hazardous waste can cause soil
contamination.
Unit will provide scientifically designed hazardous waste storage area having impervious
floor, leachate collection system and roof coverto avoid soil contamination. Hazardous waste
generated from unit will be sent to TSDF site through authorized vehicle of TSDF site having
GPS.
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4.3.5 Impact on Biological Environment
Project site is located within GIDC area. No loss of flora & fauna is envisaged during any
phase. There will be development of additional green belt area within & at the periphery of
the plot area. There is no any Reserved Forest, National Park and Protected Sanctuaries
within the study area. No endangered species of flora & fauna are observed or recorded in
the study area.
There will not be any direct discharge of effluent into any water body. Hence, there will not be
any impact on aquatic ecology of the surrounding study area.
Air emissions generated, due to proposed project activity will be always kept within the
prescribed standards and therefore no significant impact on terrestrial ecology is envisaged.
Green belt development within the project premises will lead to reversing the various
negative impacts associated with plant operation as well as it can also help to develop
terrestrial and avian ecology with positive effect in the long term.
4.3.6 Socio Economic Impact
CONSTRUCTION PHASE:
For expansion of project, construction activity will be carried out. Local workers will be
employed for construction work. Construction material required will be purchased from local
vendors.
Thus, during construction phase there shall be short-term positive impact on the socio-
economic environment on surrounding area as it provides benefits in terms of economics to
the people employed with it.
OPERATION PHASE:
Due to expansion of project, employment generation will increase for skilled, semi skilled and
unskilled workers. For expansion of project, there shall be requirement of approx. 45 new employees (42 Male + 03 Female).
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Priority will be given to local people for employment. The local surrounding people will get
maximum benefit of this project due to their reduction of travelling cost & time. Moreover, it
will result into the improvement in the economy of the local vendors.
No loss or disturbance of any historic and cultural heritage is associated with the proposed
project. Due to development of greenbelt area, it will increase the aesthetic value of the
surrounding area.
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4.4 ENVIRONMENTAL IMPACT & IT’S MITIGATION MEASURES
Impact shall be predicted on various environmental components due to various proposed project activities and it’s mitigation
measures are given in below Table No. 4.2;
Table No. 4.2: Environmental Impact & It’s Mitigation Measures
Activity Environmental Attribute Cause
Impact Characteristic
Nature Duration Reversibility Mitigation Measures Construction Activity
Air, Noise
Air pollution due to construction
activity, transportation of
material
Direct Negative
Short Term
Reversible To control the dust emission, regular water sprinkling shall be done on road, and other unpaved areas Machinery which creates highly noise will be avoided to use. Lubrication will be carried-out periodically for rotational machinery. Noise generation
due to construction work, movement of
vehicles, heavy equipment
machineries
Construction activities will be restricted to daytime only. Use of old age machineries will be avoided. Ear Plug will be provided to those working near high noisy machinery mixer / vibrator machine.
MANUFACTURING OF PRODUCT Handling & Charging of Raw Material / Product
Air, Land/Soil Air pollution due to fugitive emission
Direct Negative
Long Term
Reversible Powder material will be allowed in a vessel through closed loop while liquid material will be charged through pipeline. Regular checking of barrel pump and pipeline will be done. Land/soil
pollution due to spillages of
material during loading & unloading
Spillages material will be collected with contaminated soil and stored into HWSA. Proper care shall be taken by employees to control spillage and wastage of materials.
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Activity Environmental Attribute Cause
Impact Characteristic Nature Duration Reversibility Mitigation Measures
OPERATION OF UTILITIES Operation of Boiler
Air, Noise, Water
Air pollution due to flue gas emission
Direct Negative
Long Term
Reversible There shall be provision of adequate stack height for dispersion of pollutant gases effectively.
Noise generation due to Boiler
operation
Regular maintenance and inspection shall be carried out. Proper collection & drain system shall be provided for blow down water.
Wastewater generation due to boiler blow down
Operation of D. G Set
Air, Noise, Land/Soil
Air pollution due to HSD
combustion
Direct Negative
Long Term
Reversible There shall be provision of adequate stack height To prevent noise pollution acoustic enclosure and anti-vibrating pads shall be provided.
Noise generation due to D. G set
operation Used oil generated from generator shall be collected and stored in a separate storage area and disposal shall be done appropriately. Land/soil
contamination due to used oil
generation Operation of ETP
Water, Land/Soil
Water/land/soil pollution due to
leakages of pipeline
Direct Negative
Long Term
Reversible Regular checking of pipeline leakage shall be carried out.
Noise Noise generation due to pump
Direct Negative
Short Term
Reversible Regular lubrication shall be carried out.
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CHAPTER – 5 ANALYSIS OF ALTERNATIVES
5.1 DESCRIPTION OF EACH ALTERNATIVE
5.1.1 Alternative for Site The project location is determined by proximity to consumers and suppliers; suitability of
transportation facilities and availability of existing infrastructure such as electric power,
roads, telecommunications and water. Before finalizing the location for project,
management had studied alternative locations in Gujarat and concluded that the selected
area is most advantages. The project is located within GIDC Industrial Estate Ankleshwar.
The project site is very well connected with other parts of the country by road & rail. Good
communication and transportation facilities are available at this site. No National park or
Wildlife Habitats falls within 10 km radial distance from project site.
5.1.2 Technology Alternative
Process Technology Alternative: For process, best technology available will be adopted.
Water Requirement and Its Alternative:
Water required for the existing & proposed project activity shall be met by the surface
water supply source of GIDC line. There is no alternate source.
Wastewater Generation and Its Disposal:
At present, there is no generation and discharge industrial wastewater.
After expansion, Industrial effluent generated from process and other ancillary operation
will be allowed into in-house ETP for its primary treatment. After giving primary treatment it
will be forwarded to common MEE facility operated by BEIL, Ankleshwar.
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Fuel Requirement & Its Alternative:
At present, Natural gas is used as fuel in existing Boiler and Thermic Fluid Heater. Also
after expansion, Natural gas will be used as fuel in proposed Boiler. Natural gas is clean
fuel and generating less pollution. Also there is easy availability of natural gas in this area.
Therefore, No alternative will be required.
5.2 SELECTION OF ALTERNATIVE
5.2.1 Site Selection: Project is located within GIDC Industrial Estate and all basic facilities are available within
GIDC area. Thus, it will become easier and economic for the management for
development of the proposed project activity. Therefore, there shall be no requirement of
any other site for expansion of project.
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CHAPTER – 6 ENVIRONMENTAL MONITORING PROGRAMMES
6.1 NEED OF ENVIRONMENTAL MONITORING PROGRAMME
Environmental monitoring is an important aspect of the Environmental Management Plan (EMP).
Supervision of proper execution and implementation of designed aspects and safety of workers
with regular monitoring programme of the environmental parameters is essential to take into
account the changes occurred in the environment due to operative phase of any developmental
project. The objectives of the environmental monitoring programme are:
To verify the results of impact assessment study with regards to new development
To follow the evolution of parameters, identified / assessed as critical
To check the effectiveness of mitigation measures suggested for adverse impacts
To check the effectiveness of environmental management system put in operation
Early detection of undesirable effects
To confirm statutory compliance
To establish a database for future studies
6.2 ENVIRONMENTAL MONITORING PROGRAMME & CONTROL
To implement midterm corrective measures as well as to achieve effective implementation of the
same, environment monitoring and control program is essential. Regular monitoring of
environmental parameters is of immense importance to assess the status of environment during
project operation. With the knowledge of baseline environmental status, monitoring program will
serve as a tool to assess any deterioration in environmental conditions due to operation of the
project.
Scope of the monitoring program generally focuses on various environmental parameters viz.,
Air quality, Water quality, Noise, Soil characteristics, Ecology, Land use pattern and socio-
economic environment. Due to expansion of project, monitoring of various environmental
parameters will be required to assess proper functioning and efficiency of all the proposed
pollution control systems.
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The proponent will have supervisory team to ensure that the work will be carried out in
environmentally sound manner and implementation of various conditions will be done in required
manner for effective compliance. The team will have qualified personnel and will develop report /
review system with the designated officer from the project proponent.
6.3 SUMMARY OF THE ENVIRONMENTAL MONITORING PROGRAM
Environmental Monitoring program shall be as mentioned in Table No. 6.1;
Table No. 6.1: Environment Monitoring Plan
Sr. No. Activity Frequency of
Monitoring Parameters
Ambient Air Pollution Monitoring 1. Ambient Air Quality Monitoring within Plant
premises. Monthly PM10, PM2.5, SO2, NOx,
CO, HBr, HCl, VOC. Flue & Process Gas Emission Monitoring
2. Flue gas stack and process vent monitoring within plant premises.
Monthly PM10, PM2.5, SO2, NOx, HBr, HCl.
Ambient Noise Monitoring 3. Noise monitoring within plant premises at
identified locations. Monthly Day & Night
in Leq Water & Wastewater Quality
4. Ground Water and Surface water quality.
Once in a six month
As per GPCB/MoEFCC specifications
5. Wastewater Quality (Raw & Treated Effluent)
Daily Basic parameters such as pH, TDS, COD, BOD
Monthly All parameters as per CC&A condition
Work Place Environmental Monitoring 6. Illumination, Noise, Dusting Once in a six
month As per Factory Act
7. Eye, Lungs, Liver, Blood & Urine test Every year --
Hazardous Waste Generation Monitoring / Record Keeping 8. Records of generation, handling, storage,
transportation and disposal of other hazardous/solid.
To be updated daily
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CHAPTER – 8 PROJECT BENEFITS
M/s. Blitzkrieg Organics & Biochemicals Industries is existing unit and involved in
manufacturing of pharma Intermediates. Unit is going for expansion of project. Due to
expansion of project, followings are the benefits that surrounding area will get.
8.1 IMPROVEMENT IN PHYSICAL INFRASTRUCTURE As the unit is located within GIDC, all basic facilities like surface water, electric power, green
fuel, raw materials, CETP and transportation facility are easily available. The project site is
well connected with all infrastructures like National Highway, Railway, Airport, Telephone,
Internet, Fax, Post, etc.
8.2 IMPROVEMENT IN SOCIAL INFRASTRUCTURE Due to expansion of project, there shall be positive impact in socio-economic area due to
increased economic activities, creation of new employment opportunities, infrastructural
development. Social infrastructure will be improved by means of civilization and basic
amenities. For expansion of project, no R & R plan required.
CER Activity: As a part of Corporate Environment Responsibility (CER), following activities will be carried
out by unit in nearby villages;
Proposed project cost – Rs. 0.70 Crores.
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8.3 EMPLOYMENT POTENTIAL
Due to expansion of project, employment generation will increase for skilled, semi skilled and
unskilled workers. It is expected that direct and indirect employment will increase for people
who reside nearby project area.
At present, 23 employees (21 Male + 02 Female) working at the plant. For expansion of
project, there shall be requirement of approx. 45 new employees (42 Male + 03 Female).
Status No. of Workers
Male Female Total Existing 21 02 23 Additional 42 03 45
Total 63 05 68
8.4 OTHER TANGIBLE BENEFITS
At present, approx. 24.0 m2 (2.10 %) area is developed as greenbelt within plant premises.
Additional 90.0 m2 (8.0 %) area will be developed as greenbelt within plant premises.
Therefore, after expansion total greenbelt area will be approx. 114.0 m2 (10.10 %). Unit will
carry out tree plantation activity in surrounding area.
Due to greenbelt development, there shall be positive impact on surrounding area. It improves
the aesthetic value of local environment.
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CHAPTER–10 ENVIRONMENTAL MANAGEMENT PLAN
10.1 INTRODUCTION
An Environmental Management Plan shall be formulated for mitigation of the adverse
impacts and is based on the present environmental conditions and the environmental
impact appraisal. This plan helps in formulation, implementation and monitoring the
environmental parameters during and after commissioning of the project.
The Environmental Management Plan describes in brief, the management's plan for
proper and adequate implementation of treatment and control system for liquid and air
pollutants and for maintaining the environment. It also includes the development of green
belts around the plant, proper safety of the workers, noise control, fire protection systems
and measures.
10.2 ENVIRONMENTAL MANAGEMENT PRACTICES
The environmental management practices for mitigation of various impacts associated
with the project activity on different environmental components are as described below:
10.2.1 Air Environment
For expansion of project, construction activity will be carried out. During the construction
phase, the impact on ambient air would mainly be due to dust emissions and movement of
vehicles. However, these impacts would be short term in nature and limited to the
construction period only.
During operation phase, the main point source in the unit will be flue gas emission from
the stack attached to Boiler. Natural gas will be used as a fuel. As natural gas will be used
as a fuel, air pollution control system will be not proposed. Adequate stack height will be
provided to disperse air pollutants into ambient air effectively.
Unit has proposed two stand by D. G Sets of capacity 125 KVA each will be installed
which will be used in case of power failure or emergency only.
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At present, there is no process gas emission. After expansion, there shall be process gas
emission. Also there shall be fugitive emission from raw material storage area, process
area and vehicular emission due to transportation of material.
To minimize and control the air emissions during construction & operation phase, the
following measures have been proposed by industry;
During the construction phase, there will be generation of dust, which will be controlled
by sprinkling of water. Excavated earth will be stored at identified place and sprinkling
of water should be done regularly.
To minimize vehicular emission due to transportation of materials, regular water
sprinkling will be carried out on road and paved road will be maintained. As Natural Gas will be used as fuel in Boiler, the emission will be well within stipulated
norms and there shall be no need of Air Pollution Control System. Adequate stack
height will be provided for proper dispersion of pollutant gases.
Unit has provided adequate stack monitoring facilities for the periodic monitoring of the
stack to verify the compliance of the stipulated norms.
To control HCl & HBr gas emission, water scrubber followed by alkali scrubber will be
installed as air pollution control system. To control SO2 & NOx gas emission, two stage
alkali scrubber will be installed as air pollution control system.
Transportation of raw materials & products will be carried out by trolley within
premises and minimum manual material handling will be carried.
10.2.1.1 FUGITIVE EMISSION
Fugitive emissions in the form of material dust are expected during different operations like
loading, unloading, handling of chemicals, chemical additives.
Volatile chemicals are stored at the site. Fugitive emissions may originate from these, if
not capped properly or not handled with due care.
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However, such emissions will not disperse widely and can only affect workers health at
site.
Fugitive emissions are unintentional release of process fluid from equipment. Any
equipment that allows contact between process fluid and air (e.g. Pumps, valves, and
flanges) is a source of fugitive emissions.
The predicted source of fugitive emission will be from storage tanks and unloading lines.
ACTION PLAN TO CONTROL AND MONITOR SECONDARY FUGITIVE EMISSIONS (VOCs) FROM ALL THE SOURCES
To mitigate fugitive emissions, the following steps would be taken:
→ Airborne dust at all transfers operations / points will be controlled either by spraying
water or providing enclosures.
→ Pucca road will be provided to avoid dusting. → Regular maintenance of valves, pumps, flanges, joints and other equipment will be
done to prevent leakages and thus minimizing the fugitive emissions of VOCs.
Ensure minimum number of flanges, joints and valves in pipelines.
→ Entire process will be carried out in the closed reactors with proper maintenance of
pressure and temperature.
→ Selection / use of state-of-the art leak proof valves, pump seals and flange gaskets
will be made to eliminate or minimize fugitive emissions.
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At present, water required for domestic and industrial purpose is procured from GIDC
water supply line. Additional water required for expansion of project will be also procured
from GIDC. No ground water will be used for the proposed project activity.
At present, there is no generation and discharge industrial wastewater. After expansion,
Industrial effluent generated from process and other ancillary operation will be allowed into
in-house ETP for its primary treatment. After giving primary treatment it will be forwarded
to common MEE facility operated by BEIL, Ankleshwar.
The mitigation measures for minimizing the impacts on water environment during
operation phase in general includes following:
Records of water consumption, water characteristics shall be maintained.
Ensuring proper operation and maintenance schedule for the ETP.
Flow meter shall be installed at inlet and outlet of ETP.
Enough care shall be taken to prevent any leakages /accidental spillages from ETP
units in order to avoid any ground water contamination.
Wastewater drainage line leading to ETP area will be completely closed and its joints
should be routinely checked for any leakage.
The reuse of water will be maximized to the extent possible.
The regular environment monitoring shall be done either through established laboratory
or in-house.
10.2.3 Noise Environment
For expansion of project, construction activity will be carried out. Noise will be generated
during construction work, due to movement of vehicles, heavy equipment machinery.
These impacts would be short term in nature and limited to the construction period only.
During operation phase, the main source of noise within the plant area will be from
manufacturing activity, utility operation and transportation etc. Noise will generate during
manufacturing activity which will be long term impact.
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To minimize the noise pollution during construction & operation phase, unit has proposed
the following noise control measures:
Machinery which creates highly noise will be avoided to use. Use of old age
machineries will be avoided.
Construction activities will be restricted to daytime only.
Extensive oiling, lubrication and preventive maintenance will be carried out for the
machineries and equipments to reduce noise generation.
Employees will be provided with ear protection measures like earplugs or earmuffs.
Care should be taken during selection of the equipment like pumps and other
machinery so that noise generation will be reduced.
Areas with high noise levels will be identified and segregated where possible and will
include prominently displayed caution boards.
10.2.4 Land / Soil Environment
The project is located within GIDC. For expansion of project, construction activity will be
carried out. GIDC has already developed road, storm drain in this area. Due to availability
of all other physical infrastructures, the topography of land and land use pattern of
surrounding area will not change.
Improper storage and handling of raw materials, hazardous waste can cause soil
contamination. During operation phase, there shall be no direct discharge of industrial
effluent into ground or surface water or on land.
Following are the measures to minimize impacts on land environment;
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Unit will provide scientifically designed hazardous waste storage area having
impervious floor, leachate collection system and roof cover to avoid soil contamination.
Unit will provide pucca RCC flooring at production, raw material & finished product
storage area to avoid soil contamination during handling and spillages. Also there shall
be no longer distance between raw material storage area and production area.
Liquid hazardous waste will be packed in drum/carba while solid hazardous waste will
be packed in PP bags and stored in HWSA.
Hazardous waste generated from unit will be sent to TSDF site through authorized
vehicle of TSDF site having GPS.
Unit will also maintain the records for the hazardous waste storage and disposal.
10.2.5 Biological Environment Project site is located within GIDC area. No loss of flora & fauna is envisaged during any
phase. There will be development of additional green belt area within the premises and at
the periphery of the plot area. There is no any Reserved Forest, National Park and
Protected Sanctuaries within the study area. No endangered species of flora & fauna are
observed or recorded in the study area.
There will not be any direct discharge of effluent into any water body. Hence, there will not
be any impact on aquatic ecology of the surrounding study area.
Air emissions generated, due to proposed project activity will be always kept within the
prescribed standards and therefore no significant impact on terrestrial ecology is
envisaged.
Green belt development within the project premises will lead to reversing the various
negative impacts associated with plant operation as well as it can also help to develop
terrestrial and avian ecology with positive effect in the long term.
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10.2.6 Socio Economic Environment
For proposed project, construction activity will be carried out and local workers will be
employed for construction work. Thus, during construction phase there shall be short term
positive impact on the socio-economic environment on surrounding area.
Due to proposed project, employment generation will increase for skilled, semi skilled and
unskilled workers. It is expected that direct and indirect employment will increase for
people who reside nearby project area.
Thus, overall impact due to this industrial development along with employment potential
poses long-term positive impact on the socio-economic environment on surrounding area
as it provides benefits in terms of economics to the people employed with it.
10.3 RESOURCE CONSERVATION / WASTE MINIMIZATION
Unit shall implement the concept of waste minimization. Good Housekeeping practice
makes the system easier and less costly. Cleaner production technology shall be adopted
for the resource conservation and pollution control.
All the processes and reacting equipments have the double magnetic / mechanical
seals and therefore there is no leakage during the reactions.
The process are designed in such a way that the solvents used in the manufacturing
processes are distilled, recovered and purified and reused in the process to reduce the
Raw material consumption and conserve the natural resources.
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All the reactors have the facility of primary and secondary condenser attached with it
which decreases the handling loss of solvents and reduction of raw materials
consumption.
The steam condensate collected and recycled in the boiler with the conservation of
water and energy.
Hazardous waste generated having high calorific value sent for co-processing.
Unit will provide solar lighting at open and garden area.
LED lights are utilized.
10.4 ODOUR CONTROL PLAN
Following common practices shall be followed to control odour from plant; Adequate Ventilation is provided in plant.
Exhaust fan provided for air circulation and odour dilution.
Closed material handling system shall be provided for chemicals & solvents.
Green belt development will be carried out within plant premises.
Proper operation & maintenance of ETP shall be carried out.
Regular disposal of ETP sludge shall be carried out.
10.5 PLANS FOR MANAGEMENT, COLLECTION & DISPOSAL OF WASTE STREAMS TO BE GENERATED FROM SPILLAGE, LEAKAGES, VESSEL WASHING ETC.
Proper collection system will be provided for the leakage & spillage of hazardous
chemical by preparing dyke wall & acid proof RCC flooring with spillage collection
tank.
Wastewater generated from vessel/used container washing will be collected and
treated into ETP.
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Spillages material if any, shall be collected with contaminated soil and stored into
HWSA.
Proper care should be taken by employees to control spillage and wastage of
materials.
10.6 GREENBELT DEVELOPMENT PLAN
Development of green belt is not only minimizes these impacts but also improves the
aesthetic environment of the region and providing possible habitats of birds and animals.
Therefore, Green belt development plan has been proposed within the project area. It
provides an important tool to address the issue of mitigating the adverse effect of industrial
project.
At present, approx. 24.0 m2 (2.10 %) area is developed as greenbelt within plant premises.
Additional 90.0 m2 (8.0 %) area will be developed as greenbelt within plant premises.
Therefore, after expansion total greenbelt area will be approx. 114.0 m2 (10.10 %). %). To comply with provision of 40% of green belt area, unit will develop 30% of greenbelt area in surrounding villages.
Design of Green Belt:
Source & Receptor oriented approaches are recognized while designing the green belts.
Both these approaches have their own advantages and disadvantages. The second
approach is desirable in urban – industrial complexes with multiple sources of pollution in
an industrial-urban mix.
Selection of plant species would be done on the basis of their adaptability to the existing
geographical condition. Doing development of the green belt within the project area, it has
to be emphasized that those native plant species would be planted which are having good
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The management needs to ensure that the Health and Safety Plan (HSP) along with the
Plant Health and Safety Rules is established and enforced.
The Plant Health and Safety Rules shall include provisions for, impediment of and
response to toxic chemicals. It is also the responsibility of the management to provide the
following basic information:
Description of all potential hazards / risks.
Health and Safety implications about all hazards.
Description about management techniques including inspections, maintenance follow
up, reports, personnel protective equipments and medical monitoring.
Outline of emergency response procedures including organizational structure of key
trained personnel to act as emergency responders action steps for entering and
working within zone of hazards, evacuation procedures, protective equipments
requirements, decontamination procedures, lines of communication, emergency call
center’s telephone numbers, map of nearest medical centre’s route, etc.
Mock drill shall be carried out once in a year.
Own job training & safety training shall be given at regular interval.
10.7.2 Worker Health and Safety Plan Worker Health and Safety Management System will outline mitigative measures and best
management practices. Roles, responsibilities and expected outcomes will be defined.
The Plan should be implemented to ensure that no significant adverse worker's health and
safety issues arise from proposed activities.
In-house training programs as well as programs with help of outside agencies on
health hazards and safety for the workers and staff should be carried out.
Use of protective equipments will be regularly checked and will be kept easily
accessible and easily workable during emergency.
The management should ensure proper use of PPE by workers and explore methods
for reducing the fugitive emissions.
Material Safety Data Sheet for all the concerned materials shall be available at the site.
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General site workers, such as equipment operators, general laborers, technicians, and
other supervised personnel, should attend training sessions that apply to their individual
jobs and responsibilities, as well as training sessions that provide an overview of the site
hazards and the means of controlling those hazards.
Their training should include classroom instruction in the following subject areas,
depending on their individual jobs:
Site Safety Plan
Safe work practices
Nature of anticipated hazards
Handling emergencies and self-rescue
Rules and regulations for vehicle
Safe use of field equipment
Handling, storage, and transportation of hazardous materials
Use, care, and limitations of personal protective clothing and equipment
Training on the SOP will be provided to staff undertaking the task/operation for which the
SOP established. A record of completed training will be maintained.
First Aid training will be given to all employees. Also employees will be trained to properly
use fire extinguisher in case of fire.
A record of training will be maintained in each employees personnel file to confirm that
every person assigned to a task has had adequate training for that task, and that every
employee's training is up-to-date.
10.8 ENVIRONMENTAL MONITORING
The purpose of environmental monitoring is to evaluate the effectiveness of
implementation of Environmental Management Plan (EMP) by periodically monitoring the
important environmental parameters within the impact area, so that any adverse affects
are detected and timely action can be taken. A suggested monitoring protocol, based on
the predicted impacts, is given in Table No. 10.3;
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Table No. 10.3: Environment Monitoring Plan
Sr. No. Activity
Frequency of Monitoring Parameters
Ambient Air Pollution Monitoring 1. Ambient Air Quality Monitoring within
Plant premises. Monthly PM10, PM2.5, SO2, NOx,
CO, HBr, HCl, VOC. Flue & Process Gas Emission Monitoring
2. Flue gas stack and process vent monitoring within plant premises.
Monthly PM10, PM2.5, SO2, NOx, HBr, HCl.
Ambient Noise Monitoring 3. Noise monitoring within plant premises
at identified locations. Monthly Day & Night
in Leq Water & Wastewater Quality
4. Ground Water and Surface water quality.
Once in a six month
As per GPCB/MoEFCC
specifications 5. Wastewater Quality (Raw & Treated
Effluent)
Daily Basic parameters such as pH, TDS, COD,
BOD Monthly All parameters as per
CC&A condition Work Place Environmental Monitoring
6. Illumination, Noise, Dusting Once in a six month
As per Factory Act
7. Eye, Lungs, Liver, Blood & Urine test Every year --
Hazardous Waste Generation Monitoring / Record Keeping 8. Records of generation, handling,
storage, transportation and disposal of other hazardous/solid.
To be updated daily
Record keeping and Reporting
Record keeping and reporting of performance is an important management tool for
ensuring sustainable operation of the proposed development. Records shall be maintained
for regulatory, monitoring & operational issues.
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Table No. 10.4: Record Keeping Requirements
Sr. No. Parameter Particulars
1. Water Consumption Daily quantity of water received
2. Fuel Consumption Daily quantity of fuel received
3. Electricity Consumption Daily quantity of electricity consumption separately for ETP and APCM
4. Effluent Generation At inlet & outlet of ETP
5. ETP chemical consumption Daily quantity of chemical consumption
6. Solid waste handling & disposal Quantity of waste generated Quantity sent for disposal
7. Regulatory licenses (environmental) Environmental permits/consents from SPCB
8. Monitoring and Survey Record of all monitoring carried out as per the finalized monitoring protocol
9. Accident reporting
Date and time of the accident Sequence of events leading to accident Emergency measures taken Steps to prevent recurrence of such events
10. Others
Log book of compliance Employee environmental, health & safety records Equipment inspection and calibration records where
applicable Vehicle maintenance and inspection records Fire pumps maintenance & mockdrill records Training records
10.9 ENVIRONMENT BUDGET ALLOCATION
Total capital cost and recurring cost/annum earmarked for expansion of project for
environment pollution control measures is given in Table No. 10.5;
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Table No. 10.5: Environment Budget Allocation
Sr. No. Particulars
Approximate Capital cost (Rs. in Lacs)
Particulars Approximate
recurring cost per annum
(Rs. In Lacs) 1. Installation of ETP
& getting membership of CMEE
12.0 Operation and maintenance of ETP & transportation cost of effluent send to CMEE facility and monitoring of wastewater
130.00
2. Getting membership of TSDF site
1.00 Disposal & transportation cost of hazardous waste
8.50
3. Installation of stack/vent & it’s monitoring facilities and provision of air pollution control system
6.00 Operation and maintenance of air pollution control system, flue gas detectors, stack & work place monitoring
4.50
4. Installation of acoustic enclosure for D.G set
0.60 Noise monitoring 1.25
5. Installation of safety appliances like fire detectors, sensors, alarm, fire hydrant, fire extinguishers etc.
8.00 Medical checkup of employees, provision of PEE’s, implementation of LDAR system, safety audit, insurance, maintaining of safety appliances, gas detectors
5.00
6. Development of greenbelt area
1.00 Maintaining of green belt area 0.50
Total 28.60 149.75
10.10 ENVIRONMENT MANAGEMENT CELL
Apart from having an Environmental Plan, it is also necessary to have a permanent
organizational set up charged with the task of ensuring its effective implementation of
mitigation measures and to conduct environmental monitoring. The major duties and
responsibilities of Environmental Management Cell shall be as given bellow:
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To implement the environmental management plan
To ensure regulatory compliance with all relevant rules and regulations
To minimize environmental impacts of operation as by strict adherence to the EMP.
To initiate environmental monitoring as per approved schedule.
Review & interpretation of monitored results and corrective measures, in case,
monitored results are above the specified limit.
Maintain documentation of good environmental practices and applicable environmental
laws as ready reference.
Maintain environmental related records.
Coordination with regulatory agencies, external consultants, monitoring laboratories.
Maintain of log of public complaints and the action taken.
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10.12 ENVIRONMENT POLICY The environment policy of the unit is as under;
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CHAPTER – 11 SUMMARY
11.1 BACKGROUND
M/s. Blitzkrieg Organics & Biochemicals Industries is existing unit located at Plot No. 5067,
GIDC Industrial Estate, Ankleshwar, Dist – Bharuch, State: Gujarat. At present, unit is involved
in manufacturing of Pharma intermediates and also involved in distillation of spent solvent on
job work basis. Unit has proposed for expansion of project by addition of new products
(Pharma intermediate) within existing premises.
Earlier TOR was issued by SEIAA, Gujarat for the proposed project vide letter No.
SEIAA/GUJ/TOR/5(f)/100/2019 Dated 10/01/2019. Then after, the project falls within CEPI
area (GIDC Ankleshwar) and attracts general condition of EIA Notification dated 14th
September, 2006 and amendments then after by MoEFCC. The project is now classified as
Category “A” under Schedule 5(f) and requiring prior Environment Clearance (EC) from the
MoEFCC.
11.2 PROJECT DESCRIPTION
The project is located within GIDC Industrial Estate, Ankleshwar. The site is located at about
21°36'52.20"N latitude and 73° 2'12.30"E longitude. Due to availability of all basic facilities like fuel, water, electric power, skilled manpower, raw
materials, transportation facility etc. at existing project site, the unit has decided to develop
proposed project activity at the same location. Therefore, there is no need of alternative
location.
Total land area of the project site is 1128.0 m2. Estimated cost for the expansion of project is
Rs. 70.0 Lacs.
Electric Power Requirement:
Electric Power Requirement
Source Existing Proposed (Additional) Total
Construction Phase -- 7.45 KW 7.45 KW DGVCL Operation Phase 110 HP 150 HP 260 HP DGVCL
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Two stand by D. G Sets of capacity 125 KVA each will be installed which will be used in case
of power failure or emergency only.
List of existing & proposed products to be manufactured is as mentioned below;
List of Product
Sr. No. Name of the Product CAS No.
Quantity (MT/Month) End-use of
Product Existing Proposed (Additional)
Total After Expansion
1. Distillation of Spent Solvent
-
210 -- 210
Sell to pharma / pigment / rubber / paint industry
2. Pthalamide 85-41-6 5 -- 5 Pharma Intermediate
3. 3-4 Nitro Chloro Benzoic Acid
96-99-1 5 -- 5 Pharma Intermediate
4. Para Chloro Benzoic Acid
74-11-3
--
10 10
Pharma Intermediate
5. Ortho Chloro Benzoic Acid
118-91-2 Pharma Intermediate
6. Sulphonamide 16673-34-0 -- 5 5 Pharma
Intermediate 7. 2, 4 Di Chloro
Pyrimidine 3934-20-1
-- 2 2
Pharma Intermediate
8. 2 Chlorobenzldehyde 5 - Sulfonic Acid Sodium Salt
33513-44-9
Pharma Intermediate
9. Di Potassium Urea Phosphate
4861-19-2 -- 93 93 Pharma Intermediate
10. Nitro Chlorobenzophenon
34052-37-4
-- 10 10
Pharma Intermediate
11. 3 - Nitro 4 - Aminobenzophenone (NABP)
31431-19-3
Pharma Intermediate
12. Di Aminobenzophenone 39070-63-8
Pharma Intermediate
13. 2 - Nitro 4 – Thiocyno Aniline
54029-45-7
Pharma Intermediate
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Sr. No. Name of the Product CAS No.
Quantity (MT/Month) End-use of
Product Existing Proposed (Additional)
Total After Expansion
14. 3 - (2 – Amino – 2-Oxoethyl) – 5 – Methyl - Hexanoic Acid
181289-15-6
Pharma Intermediate
15. Adduct 14527-26-5
Pharma Intermediate
16. Meta Bromo Anisole 2398-37-0
-- 5 5
Pharma Intermediate
17. Meta Bromo Nitro Benzene
585-79-5 Pharma Intermediate
Total 220 125 345
Water Requirement, Wastewater Generation & its Disposal:
Water required for domestic and industrial purpose for existing & proposed project activity will
be procured from GIDC water line.
Quantity of existing & additional water requirement and wastewater generation is as given
below; Water Consumption & Wastewater Generation
Sr. No. Category
WATER CONSUMPTION (KL/day)
Existing Additional Total After Expansion A. Domestic 1.00 2.00 3.00 B. Gardening 0.50 - 0.50 C. Industrial Process 2.00 5.48 7.48
Washing -- 0.30 0.30
Boiler 5.00 20.00 25.00
Cooling 7.00 1.00 8.00
Scrubber -- 0.50 0.50
Total Industrial 14.00 27.28 41.28
TOTAL (A + B + C) 15.50 29.28 44.80
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Sr. No. Category
WASTEWATER GENERATION (KL/day) Existing Additional Total After Expansion
A. Domestic 0.80 1.60 2.40 B. Industrial
Process -- 7.65 7.65
Washing -- 0.20 0.20
Boiler -- 1.10 1.10
Cooling -- 0.05 0.05
Scrubber -- 0.30 0.30
Total Industrial -- 9.30 9.30
TOTAL (A + B) 0.80 10.90 11.70 DISPOSAL OF WASTEWATER:
Existing:
Domestic effluent is disposed in to Septic tank / Soak pit system.
There is no generation and discharge industrial wastewater.
After Expansion:
Domestic effluent shall be disposed in to Septic tank / Soak pit system.
Industrial effluent generated from process and other ancillary operation will be allowed
into in-house ETP for its primary treatment. After giving primary treatment it will be
forwarded to common MEE facility operated by BEIL, Ankleshwar.
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WATER BALANCE DIAGRAM (After Expansion)
Details of Stack and Air Pollution Control System:
At present one Boiler of capacity 500 kg/hr is exist. For expansion of project, unit has proposed
one another boiler of capacity 1000 kg/hr.
Flue Gas Stack
Sr. No.
Source of emission With Capacity
Stack Height & Diameter(meter)
Type of Fuel
Quantity of Fuel MT/Day
Air Pollutants
Air Pollution Control
Measures (APCM)
Existing
1. Steam Boiler (Capacity: 500 kg/hr)
11.00 m & 0.35 m
Natural Gas 124 m3/day
PM SO2 NOX
Adequate stack height is provided
2. Thermic Fluid Heater (Capacity: 1.0 Lac Kcal/hr)
11.00 m & 0.35 m
Natural Gas 150 m3/day
Adequate stack height is provided
Proposed
3. Steam Boiler (Capacity: 1000 kg/hr)
11.00 m & 0.35 m
Natural Gas 248 m3/day
PM SO2
Adequate stack height will be
provided
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Sr. No.
Source of emission With Capacity
Stack Height & Diameter(meter)
Type of Fuel
Quantity of Fuel MT/Day
Air Pollutants
Air Pollution Control
Measures (APCM)
4. D. G Set - 02 Nos. (Stand By) (Capacity: 125 KVA)
6.00 m & 0.25 m HSD
525 L/day in each
NOX Adequate stack height will be
provided
NOTE: Unit will install two stand by D. G Sets which will be used in case of power failure or emergency.
Process Gas Stack
Hazardous/Solid Waste Generation and Its Management:
Due to expansion of project, there shall be generation of some domestic waste, industrial
waste and hazardous/solid waste. Hazardous waste generated from the process, effluent
treatment plant and other industrial activity will be stored in a hazardous waste storage area
and then it will be disposed at nearest TSDF site for further treatment and disposal.
Sr. No. Specific Source of emission Type of
Emission Stack Height &
Diameter Air Pollution
Control Measures Existing
-- Proposed
1. Process Stack-1 (Product No. 7, 10, 13 - Reactor) HCl
9.00 m & 0.30 m Water Scrubber
followed by Alkali Scrubber 2. Process Stack-2
(Product No. 17 - Reactor) HBr 9.00 m & 0.30 m
3. Process Stack-3 (Product No. 4, 5 - Reactor) NOx
9.00 m & 0.30 m Two stage
Alkali Scrubber 4. Process Stack-4 (Product No. 10 - Reactor)
SO2 9.00 m & 0.30 m
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Hazardous Waste Generation and it’s Management
Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category Quantity (MT/Annum) Management
of HW Existing Proposed Total
1. Spent Solvents
Received from GPCB authorized
Unit
20.2 Sch. I 2520.00 -- 2520.00
Spent solvent which are mentioned in specific condition of authorization Reception from GPCB authorized units who has authorization in valid CCA to sell this waste and distillate it in own unit.
Process (Product
No. 6, 13, 14)
28.6 Sch. I -- 1230.00 1230.00
Collection, storage, recovered through in-house distillation and reuse within premises
2.
Empty barrels / containers / liners contami-nated with hazardous chemicals / wastes
Raw material & Finished product packing material
33.1 Sch. I 10.00 5.00 15.00
Collection, Storage, Transportation (through GPS mounted vehicles) and Disposal by selling to registered recycler approved by GPCB / CPCB / reuse within premises.
3.
Chemical sludge from waste water treatment
Effluent Treatment
Plant
35.3 Sch. I
1.00 9.00 10.00
Collection, Storage, Transportation (through GPS mounted vehicles) and Disposal by send it to TSDF - BEIL, Ankleshwar
4.
Concen-tration or evaporation residues
Distillation Process
20.3 Sch. I 52.50 212.40 264.90
Collection, Storage, Transportation (through GPS mounted vehicles) and Disposal for co-processing or sent to
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Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category Quantity (MT/Annum) Management
of HW Existing Proposed Total
CHWIF (based on it’s CV)
5. Used Oil D.G Set
& Thermo pack
5.1 Sch. I -- 0.20 0.20
Maximum quantity reuse in plant & machinery as lubricant and balance quantity dispose by selling to authorize re-refiners/ recycler approved by GPCB/CPCB.
6.
Dilute HNO3 Solution (10-12 %)
Process (Product
No. 4 & 5)
28.4 Sch. I -- 422.55 422.55
105.00 MT/Year will be reuse within premises and balance quantity (317.55 MT/Year) will be disposed by selling to Authorized end user as per Haz. Waste Rule-9 and after getting prior permission from GPCB.
7.
Dilute H2SO4 Solution (60-65 %)
Process (Product No. 8 &
17)
28.4 Sch. I
-- 400.15 400.15
Collection, Storage, Transportation (through GPS mounted vehicles) & Disposal by sell out to authorized users who is having authorization with valid CCA and rule 9 permission to receive this waste
8.
Hydro-bromic Acid Solution (25 %)
Scrubber B-15
Sch. II
-- 68.60 68.60
Collection, Storage, Transportation (through GPS mounted vehicles) & Disposal by sell out to authorized users who is having
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Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category Quantity (MT/Annum) Management
of HW Existing Proposed Total
authorization with valid CCA and rule 9 permission to receive this waste
9. Spent Hyflo
Process (Product No. 12)
28.4 Sch. I -- 3.60 3.60
Collection, Storage, Transportation (through GPS mounted vehicles) & Disposal at TSDF site for landfilling
10. Spent Charcoal
Process (Product No. 12)
28.4 Sch. I -- 2.55 2.55
Collection, Storage, Transportation (through GPS mounted vehicles) & Disposal for co-processing
11. Spent HCl (30 %) Scrubber B-15
Sch. II -- 76.00 76.00
Collection, Storage, Transportation (through GPS mounted vehicles) & Disposal by sell out to authorized users who is having authorization with valid CCA and rule 9 permission to receive this waste
12. Sodium Sulfite (25-26 %)
Scrubber 35.1
Sch. I -- 19.50 19.50
Collection, Storage, Transportation (through GPS mounted vehicles) & Disposal by sell out to authorized users who is having authorization with valid CCA and rule 9 permission to receive this waste
13. Phosphoric Acid (25-30 %)
Process (Product No. 07)
28.4 Sch. I
-- 75.00 75.00 Collection, Storage, Transportation (through GPS
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Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category Quantity (MT/Annum) Management
of HW Existing Proposed Total
mounted vehicles) & Disposal by sell out to authorized users who is having authorization with valid CCA and rule 9 permission to receive this waste
14. Sodium Nitrate (35-40 %)
Scrubber 35.1
Sch. I -- 46.65 46.65
Collection, Storage, Transportation (through GPS mounted vehicles) & Disposal by sell out to authorized users who is having authorization with valid CCA and rule 9 permission to receive this waste
15. Inorganic waste Scrubber 35.1
Sch. I -- 6.00 6.00
Collection, Storage, Transportation (through GPS mounted vehicles) and Disposal by send it to TSDF site
Employment Generation:
At present, 23 employees (21 Male + 02 Female) working at the plant. Due to expansion of
project, there shall be requirement of approx. 45 new employees (42 Male + 03 Female).
Status No. of Workers
Male Female Total Existing 21 02 23 Additional 42 03 45
Total 63 05 68
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11.3 DESCRIPTION OF ENVIRONMENT
To predict the impact of the proposed activities on the surrounding environment, the existing
baseline environmental status was studied by collecting the data in area of 10.0 km radius
from the center of the unit and carried out monitoring for the period from 01/03/2017 to 30/05/2017 (Summer season).
The environmental quality has been analyzed with respect to ambient air quality, water quality,
noise levels, soil characteristics, flora & fauna and parameters concerning human interest.
Based on the data, the relevant impacts on various environmental components were also
predicted by using appropriate mathematical models as well as impact assessment
techniques. An appropriate environmental management plan was also delineated to minimize
the adverse impacts.
11.3.1 AIR ENVIRONMENT
The ambient air quality monitoring was carried out at eight locations, with a frequency of twice
a week, to assess the existing air quality status during the period from 01/03/2017 to 30/05/2017.
At all sampling locations: PM10, PM2.5, SO2, NOx, HCl, HBr, VOC, CO were monitored on 24 –
hourly basis to enable the comparison with ambient air quality standards prescribed by the
Central Pollution Control Board.
The data on concentrations of various pollutants were processed for different statistical
parameters like arithmetic mean, standard deviation, minimum and maximum concentration
and various percentile values.
Particulate Matter (PM10) The maximum value of PM10 observed near project site was 91.30 μg/m3 and lowest
concentration observed at Jitali village was 57.70 μg/m3 during the study period. The average
concentration of PM10 varied from 68.83 μg/m3 to 83.20 μg/m3 at all monitoring locations during
the study period, which is well below the permissible limit of 100 μg/m3.
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Particulate Matter (PM2.5) The maximum value of PM2.5 observed near project site was 45.10 μg/m3 and lowest was
17.60 μg/m3 at Uchhali village. The average concentration of PM2.5 varied from 21.57 μg/m3 to
39.90 μg/m3. At all the locations, the concentration of PM2.5 was observed within the
permissible limit of 60 μg/m3.
Sulphur Dioxide (SO2) The highest concentration of SO2 was observed 23.50 μg/m3 at Sardarpura and lowest
concentration was 11.00 μg/m3 at Kosamdi village. The average concentration of SO2 varied
from 14.19 μg/m3 to 20.50 μg/m3. At all the locations, the concentration of SO2 was within the
permissible limit of 80.0 μg/m3.
Oxides of Nitrogen (NOx) Highest concentration of NOx observed was 27.80 μg/m3 at Kosamdi village & lowest
concentration was 12.30 μg/m3 at Sardarpura. The average concentration of NOX varied from
17.59 μg/m3 to 23.67 μg/m3. At all the locations, the concentration of NOX was within the
permissible limit of 80.0 μg/m3.
Carbon Monoxide (CO)
Highest concentration of CO observed was 308 μg/m3 at Gujarat Housing Board & lowest
concentration was 212 μg/m3 at Sardarpura. The average concentration of CO varied from
217.62 μg/m3 to 302.42 μg/m3. At all the locations, the concentration of CO was within the
permissible limit of 2000 μg/m3.
Conclusion: On perusal of the results, it can be concluded that the concentration of PM10, PM2.5, SO2, NOx,
HCl, HBr, VOC, CO is below the CPCB permissible limits / NAAQ standards, 2009.
11.3.2 WATER ENVIRONMENT
Ground water samples from 05 locations and surface water samples from 04 locations were
collected and analyzed for drinking water quality parameters.
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Ground Water Quality: Out of the five ground water locations of the study area, maximum TDS recorded was 1789
mg/L in sample collected from Umarwada while minimum TDS was 1290 mg/L in sample
collected from Kapodra. Maximum hardness recorded was 756 mg/L from Jitali sample while
found minimum hardness 453 mg/L from Umarwada sample.
Surface Water Quality: Four surface water samples were collected from the near vicinity of project site. Maximum TDS
recorded was 542 mg/L from sample of Canal water near Umarwada while minimum TDS was
259 mg/L found in sample from Narmada River. Maximum value of chloride was detected from
Canal water near Umarwada.
Conclusion on Water Quality:
Analysis of ground water samples shows that TDS is higher than the desirable limit but within
the permissible limit specified by IS:10500. Hardness is higher than the desirable limit but at
one location higher than the permissible limit. Chloride is marginally higher than the desirable
limit at one location.
Analysis of surface water samples shows that Turbidity and TDS in canal water is higher than
the desirable limit but within the permissible limit specified by IS:10500. Total coliform is higher
than the permissible limit at all locations.
11.3.3 NOISE ENVIRONMENT
Ambient noise level monitoring was carried out during the study period at 07 locations; noise
monitoring was conducted continuously over a period of twenty-four hours to obtain Leq values
at uniform time intervals of one hour.
The average Leq values of noise levels during daytime (Ld) varied between 42.89 to 59.31 dB
while the average Leq values of noise levels during night time (Ln) varied between 34.64 to
53.59 dB.
Conclusion: Noise levels of study area are compared with the noise level standards and the comparison
shows that noise levels are well within the limits.
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11.3.4 SOIL ENVIRONMENT
Soil samples were collected from 05 different locations during the study period in the study
area. Samples collected from identified locations show that pH of soil in the study area ranging
from 7.56 to 8.10. Water Holding Capacity of soil samples of the study area ranges between
61% to 77%. Porosity of soil samples of the study area ranges from 21% to 32%. Bulk density
ranges between 0.58 to 1.23 gm/cm3.
11.4 ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES
11.4.1 Air Environment
The impact on the air environment due to expansion of project during the construction and
operation phase is as mentioned below.
CONSTRUCTION PHASE: For expansion of project, some construction activity will be carried out. During the construction
phase, there will be an increase in PM level along with NOX (from vehicle exhausts) due to
transportation of construction material at site.
To control the dust emission, covered sheet (barricading) at periphery of boundary will be
provided, regular water sprinkling shall be done on road, and other unpaved areas. Covered
shed will be provided for cement unloading activity. Tarpaulin cover will be provided on
excavated earth.
OPERATION PHASE:
Discharge of air pollutants into ambient air can cause impact on surrounding area of air and
ecology. Due to proposed expansion project activities, it is expected to have short-term impact
on the air quality. At present, unit has installed Natural gas based one Steam Boiler and one
Thermic Fluid Heater. There is no process gas emission from existing process.
For expansion of project, unit will install one additional natural gas based Steam Boiler of
capacity 1000 kg/hr. Also unit has proposed two stand by D. G Sets of capacity 125 KVA each
which will be used in case of power failure or emergency only.
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Natural gas is clean fuel and generating less pollution. As natural gas will be used as a fuel, air
pollution control system will be not proposed. Adequate stack height will be provided to
disperse air pollutants into ambient air effectively. HSD will be used as fuel in D. G Set.
After expansion, there shall be process gas emission. To control HCl & HBr gas emission,
Water scrubber followed by Alkali Scrubber will be installed as an air pollution control system.
To control SO2, NOx gas emission, two stage alkali scrubber will be installed as air pollution
control system.
Air quality deteriorates for small period of time, during transportation, loading & unloading of
various materials etc. This impact will be negative in nature for prevailing ambient air quality
but it will last for short period of time and will remain confined within the plant premises. Hence,
no major adverse impact is predicted.
11.4.2 Water Environment
CONSTRUCTION PHASE:
During the construction phase, water will be utilized for civil work and drinking water for
labours. The water will be procured from GIDC line. No ground water will be used for the
project. Domestic wastewater generated during the construction phase will be disposed off
through soak pit / septic tank.
Therefore, it can be concluded that during construction phase there shall be negligible adverse
impact on water environment.
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OPERATION PHASE: At present, water required for domestic and industrial purpose is procured from GIDC water
supply line. After expansion, additional water required will be procured from GIDC water supply
line. No ground water will be used for the proposed project activity.
Domestic effluent will be disposed in to existing Septic tank / Soak pit system.
At present, there is no generation and discharge industrial wastewater. Unit is ZLD. After
expansion, Industrial effluent generated from process and other ancillary operation will be
allowed into in-house ETP for its primary treatment. After giving primary treatment it will be
forwarded to common MEE facility operated by BEIL, Ankleshwar.
There shall be no direct discharge of industrial effluent into ground or surface water or on land.
Hence, no impact on ground or surface water quality is envisaged due to expansion of project.
Based on above discussion, it can be concluded that there shall be no impact on ground or
surface water due to expansion of project.
11.4.3 Noise Environment
CONSTRUCTION PHASE:
For expansion of project, construction activity will be carried out. Noise will be generated during
construction work, due to movement of vehicles, heavy equipment machinery.
As the construction phase will over, the noise level will come to its background concentration
without affecting much to the nearby human habitats. Thus, the impact on the noise
environment during the construction phase will be short term and temporary.
These impacts on noise environment cannot be eliminated but would be reduced. Plan to curb
noise likely to be generated from the use of construction equipments are as follows;
Machinery which creates highly noise will be avoided to use. Use of old age machineries
should be avoided.
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The machinery used for construction will be of high standard of reputed make and will
adhere to International standards.
Lubrication will be carried-out periodically for rotational machinery.
Apart from this, the construction activities will be restricted to daytime only.
Ear Plug will be provided to those working near high noisy machinery mixer / vibrator
machine.
Most of the noise generated in this phase would be spread throughout the site depending
upon equipment operation at a location. Impact on onsite workers are expected to be
highest but can be reduced substantially with use of PPE like earplugs and earmuffs.
Acoustic enclosure will be provided to the machinery generating high noise.
It can be concluded that due to various construction activities, there will be short term noise
impacts in the immediate vicinity of the project site.
OPERATION PHASE:
The impact on noise environment due to project activity will be from manufacturing area, utility
operation and transportation. During installation of new machineries & equipment, noise will
generate which will be short term impact. Noise will generate during manufacturing activity
which will be long term impact.
Noise generation associated with vehicular movement within the plant premises will increase
ambient noise level for shorter period of time and the negative impact generated due to this will
get reversed with the passage of time.
To prevent noise pollution, ear-protecting devices will be provided to personnel working in high
noise generating zones. Anti-vibrating pads and acoustic enclosure shall be provided to the
D.G set.
Additional tree plantation will be carried out at the periphery of project boundary to prevent
noise pollution in surrounding area.
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11.4.4 Land/Soil Environment
CONSTRUCTION PHASE:
The unit is located in GIDC area. For proposed project, construction activity will be carried out.
Also there will be installation of new machineries & equipments. GIDC has already developed
road, storm drain in this area. No alternate route/drain required for this project.
Due to availability of all other physical infrastructures, the topography of land and land use
pattern of surrounding area will not change.
OPERATION PHASE:
Improper storage and handling of raw materials, hazardous waste can cause soil
contamination.
Unit will provide scientifically designed hazardous waste storage area having impervious floor,
leachate collection system and roof cover to avoid soil contamination. Hazardous waste
generated from unit will be sent to TSDF site through authorized vehicle of TSDF site having
GPS.
There will be no longer distance between raw material storage area and production area. Unit
will provide pucca RCC flooring at production, raw material & finished product storage area to
avoid contamination of soil during handling & spillages.
There shall be no direct discharge of industrial effluent into ground or surface water or on land.
Wastewater drainage line leading to ETP area will be completely closed. Regular checking of
leakage shall be carried out to avoid any penetration into soil.
Therefore, it can be concluded that there shall be negligible impact on land environment.
11.4.5 Biological Environment
Project site is located within GIDC area. No loss of flora & fauna is envisaged during any
phase. There will be development of additional green belt area within & at the periphery of the
plot area. There is no any Reserved Forest, National Park and Protected Sanctuaries within
the study area. No endangered species of flora & fauna are observed or recorded in the study
area.
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There will not be any direct discharge of effluent into any water body. Hence, there will not be
any impact on aquatic ecology of the surrounding study area.
Air emissions generated, due to proposed project activity will be always kept within the
prescribed standards and therefore no significant impact on terrestrial ecology is envisaged.
Green belt development within the project premises will lead to reversing the various negative
impacts associated with plant operation as well as it can also help to develop terrestrial and
avian ecology with positive effect in the long term.
11.4.6 Socio Economic Environment
CONSTRUCTION PHASE:
For proposed project, construction activity will be carried out. Local workers will be employed for
construction work. Construction material required will be purchased from local vendors.
Thus, during construction phase there shall be short-term positive impact on the socio-
economic environment on surrounding area as it provides benefits in terms of economics to
the people employed with it.
OPERATION PHASE:
Due to proposed project, employment generation will increase for skilled, semi skilled and
unskilled workers. For expansion of project, there shall be requirement of approx. 45 new
employees (42 Male + 03 Female).
Priority will be given to local people for employment. The local surrounding people will get
maximum benefit of this project due to their reduction of travelling cost & time. Moreover, it will
result into the improvement in the economy of the local vendors.
Due to proposed project, it will be also beneficial to its downstream supplier industries to boost
their activity as well as beneficial to surrounding service provider units.
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Thus, overall impact due to this industrial development along with employment potential poses
long-term positive impact on the socio-economic environment on surrounding area as it
provides benefits in terms of economics to the people employed with it.
11.5 ENVIRONMENTAL MONITORING PROGRAM
An effective Environmental Monitoring program shall be prepared for compliance to statutory
requirement & preventive measures.
Environmental Monitoring Plan
Sr. No. Activity Frequency of
Monitoring Parameters
Ambient Air Pollution Monitoring 1. Ambient Air Quality Monitoring within
Plant premises. Monthly PM10, PM2.5, SO2, NOx,
CO, HBr, HCl, VOC. Flue & Process Gas Emission Monitoring
2. Flue gas stack and process vent monitoring within plant premises.
Monthly PM10, PM2.5, SO2, NOx, HBr, HCl.
Ambient Noise Monitoring 3. Noise monitoring within plant premises at
identified locations. Monthly Day & Night
in Leq Water & Wastewater Quality
4. Ground Water and Surface water quality.
Once in a six month
As per GPCB/MoEFCC
specifications 5. Wastewater Quality (Raw & Treated
Effluent)
Daily Basic parameters such as pH, TDS, COD, BOD
Monthly All parameters as per CC&A condition
Work Place Environmental Monitoring 6. Illumination, Noise, Dusting Once in a six
month As per Factory Act
7. Eye, Lungs, Liver, Blood & Urine test Every year --
Hazardous Waste Generation Monitoring / Record Keeping 8. Records of generation, handling, storage,
transportation and disposal of other hazardous/solid.
To be updated daily
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11.6 ADDITIONAL STUDIES
Risk analysis and study have been carried out for identification of hazards, selection of
credible scenarios, Risk Mitigation measures etc. All the hazardous chemicals will be stored
and handled as per MSDS guidelines.
The unit will comply with all legal requirements of Environment & Safety. The unit will provide
different type of additional fire extinguishers at key locations.
The unit is committed towards the Health and Safety of workers. The unit will provide adequate
number of first aid boxes at key locations and also giving training to designated person for the
emergency purpose. The unit will appoint part-time medical officer for medical assistance and
for ensuring the better health of workers.
All the workers will be provided with required personal protective equipments as and when
required as per the nature of job.
11.7 PROJECT BENEFITS
Due to expansion of project, there shall be positive impact in socio-economic area due to
increased economic activities, creation of new employment opportunities, infrastructural
development. Due to proposed project, employment generation will increase for skilled, semi
skilled and unskilled workers. It is expected that direct and indirect employment will increase
for people who reside nearby project area.
As per MoEFCC guideline, unit will allot fund for CER activity. CER activities will be carried out
nearby villages as per their requirement.
11.8 ENVIRONMENTAL MANAGEMENT PLAN
An environment management plan has been proposed to implement the mitigation measures.
The plan will ensure that the adverse environmental impacts are minimized and the beneficial
impacts are maximized.
Green Belt Development: At present, approx. 24.0 m2 (2.10 %) area is developed as greenbelt within plant premises.
Additional 90.0 m2 (8.0 %) area will be developed as greenbelt within plant premises.
Therefore, after expansion total greenbelt area will be approx. 114.0 m2 (10.10 %). To comply
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CHAPTER – 12 DISCLOSURE OF CONSULTANT
12.1 RESUME AND NATURE OF CONSULTANCY RENDERED BY ENVIROCARE TECHNOCRATS PVT. LTD.
Envirocare Technocrats Pvt. Ltd. is established in 2005 and has more than 20 years of
varied experience in the field of environment. The mission of company is providing
sustainable solutions on “Environment for Development”. The company has a dedicated
and experienced team. The team comprises of environmental engineers, chemical
engineers, geologists, socio-economic experts, Hydrologist, ecologist, microbiologists and
industrial/analytical chemists.
The Company’s strength lies in project management, performing risk assessment,
formulating environmental disaster plans, use of satellite Imagery in impact assessment,
use of mathematical models for air, water and soil assessment and expertise in public
consultation.
Customer services are mainly categorized into:
Consultancy Services in the field of Environmental Impact Assessment, Environmental
Site Assessment and Due Diligence, Environ Legal Services, Statutory Environmental
Audits/Statements, Risk Assessments and Waste Management Systems.
Engineering Services for collection and conveyance of liquid and solid wastes,
designing and executing effluent and sewage treatment plants, municipal solid waste
studies and solid waste management systems, and rain water harvesting systems.
Laboratory services in water & wastewater testing, Process & Boiler stack emission
testing, Noise level and Ambient air Monitoring and Field sampling. The company has
a well equipped laboratory with modern instruments and experienced staff catering to
the need of statutory and advisory environmental testing for Air, Water and
Wastewater, Noise and hazardous waste.
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The group has a varied industrial clientele encompassing Indian and Multinational
Companies covering the industrial and services spectrum viz. Bulk Drugs and
Pharmaceuticals, Paints, Chemicals, Oil & Gas, Real Estate, Hospitality and Infrastructure
sectors. Whilst the heart of our clientele encompasses the top 50/Blue Chip Indian
companies (reliance Industries, ONGC, Indian Oil, GAIL, GSECL, GSEG, HPCL, BPCL,
GSPC/GSPL, and many others) who have placed implicit trust in us.
12.2 ACCREDITATION
Envirocare has the following accreditations:
1. The company has accorded accreditation & listed as an accredited EIA Consultant
Organization by NABET, Quality Council of India under EIA accreditation scheme as
per mandatory requirement of the MoEFCC, Govt. of India for carrying out EIA
studies. It has approved EIA coordinators and Functional Area Experts for undertaking
Environmental and related studies in 14 approved sectors in category A & B.
For NABET Accreditation Certificate, Please refer Annexure – 18.
2. Our Laboratory is also accredited in chemical testing (Environmental Parameters) by
NABL for the testing of Water, Wastewater, Stack Air, Ambient Air and in Noise level
parameters.
3. Our company is also enlisted by Gujarat Pollution Control Board as an Environmental
Auditor to carry out environment audit.