Annexure 1 - Welcome to Environment...Annexure 3- ToR Compliance S.No ToR Conditions Response...

Annexure 1 Terms of Reference

Annexure 2 Copy of NABET Accreditation status of the Consultancy

Annexure 3 ToR Compliance

Annexure 3- ToR Compliance

S.No ToR Conditions ResponseSpecific Conditions

Complete process flow diagramdescribing each unit, its capacityalong- with material and energybalance.

Process flow diagram of material balance, energybalance of each unit is detailed in Section 3.4,Chapter of EIA Report.

Details of intermediate product,their storages and final products tobe manufactured.

The proposed project is for the QualityImprovement Project from BS-IV to BS-VI grade atthe same crude processing capacity of MMTPA.Details of final products to be manufactured arepresented in section 3.7 and Table 3.10 to Table3.12.

Sulphur balance giving input fromcrude, refinery fuel (if used) andany other outside fuel and output invarious products and emissions

There will not be any major change in the sulphurbalance after QIP and the main objective of the QIPis removal of sulphur in the final products so that itcan be decreasing the sulphur emissions fromvehicles. The detailed of Sulphur balance ispresented in Section 3.7 section 3.8, in Chapter-3.

Details of proposed source specificpollution control schemes andequipment to meet the nationalstandards for petroleum refinery.

Details of proposed source-specific pollutionManagement plan is detailed in Section 10.4,Chapter 10 of EIA Report.

Details of emissions from all thestacks including volumetric flowrate.

Details of emissions from Existing stacks andproposed stacks are detailed in Section 2.5, Chapter

and Section 3.8 Chapter of EIA Report.

Details on availability of rawmaterials (crude oil, natural gas,chemicals, etc.) its source andstorage at the plant.

IOCL Refinery receives crude oil from salayathrough “Salaya-Mathura Pipeline” (SMPL) directlyto the crude oil tanks in the refinery. Importedcrude oil from different sources and Bombay highcrude oil is receiving in the Crude oil storage tank

Mathura Refinery has large number of storagetanks accommodate to the various units viz Crudedistillation unit, secondary process units, HGU Feed,Naphtha, MS, ATF, SKO, HSD, LDO, HPS, Bitumen,slop, etc.

Details on mode of transportationof crude and products.

IOCL Refinery receives crude oil from salayathrough “Salaya-Mathura Pipeline” (SMPL) directlyto the crude oil tanks in the refinery. Importedcrude oil from different sources and Bombay highcrude oil is receiving in the Crude oil storage tank

Details of storage capacity of crudeand products.

Details of existing storage capacity of crude andproducts is given in Annexure 10 and the proposedstorage capacity of the products is given in ofChapter

9 Ambient air quality data should Three continuous ambient air quality monitoring

include hydrocarbon (methane andnon methane), VOC, Ni etc.

(CAAQM) stations were installed within the plantpremises. AAQ which include hydrocarbon (methaneand non methane), are also monitored by MoEFaccredited laboratory during the study period andthe results are discussed in Section 4.9.2 of chapter4.

VOC emissions are periodically measured in each ofthe production department to establish theemissions from pumps, compressors, valves andglands. Plant records confirmed that the overall VOCemissions were found to comply with stipulatedfugitive VOC emission discharge standards.Summary of the fugitive VOC emissions arepresented in Table 2.7. The reports are attached asAnnexure-7

10

Efforts to minimize waterconsumption, effluent discharge andto maintain quality of receivingwater body

Refinery is having ETP of adequate capacity to treatthe effluent after the post project. There will bedecrease in waste water discharge from 176m3/hrto 169m3/hr due to increase in waste waterrecycling. The reuse of waste water in existingfacility is 402 m3/hr and it is increasing to 413m3/hrafter the QIP. Details of Water consumption, effluentdischarge and recycling of waste water is detailed inSection 3.9, Chapter of EIA Report.

11

Details of effluent treatment plant,inlet and treated water quality withspecific efficiency of each treatmentunit in reduction in respect of allconcerned/ regulatedenvironmental parameters. Also,include treatment details such asprimary (physic- chemical),secondary (biological) and tertiary(activated carbon filters) treatmentsystems.

IOCL is having full-fledged effluent treatment plantmaintaining CPCB discharge standards. It is capableof handling 1050 m3/hr to accommodate in peakflows during wet season.

Detail of effluent treatment plant is detailed inSection 2.7, chapter-2 of EIA report.

Treated water analysis reports are attached asAnnexure-9.

12 Storm Water Management Plan.

IOCL Refinery Mathura has already had 14 numbersof Rain Water Harvesting structures inside therefinery premises and Township. Total catchmentarea is about 55,000 sq meters and approx 16,000cubic meter water collected from rain is dischargedinto ground annually.

13 Estimation of SO2 and NOxemissions loads.

The estimations of SO2 and NOX emissions loads aredetailed in Section 5.3.2, Chapter-5 of EIA Report.

14 Details on flaring systemThe details of the flaring system is given in Section2.12 of Chapter 2.

15 Details of VOC recovery devices inthe storage tanks.

Details of VOC recovery devices in the storage tanksis presented in the Section 2.11, chapter of EIA

Report

16 Arrangement for spill managementOily sludge is stored in impervious PVC lined pit. Oilcatchers are also provide at strategic locations inthe refinery to contain any spill of oil

17 Oily sludge management plan

Impervious PVC lined secured landfill site havingproper leachate collection facility has been providedfor storage of residual oily sludge. Regularenvironmental monitoring including groundwatermonitoring is carried out. No adverse impactnoticed.Oily sludge management plan is detailed in section2.8 of Chapter

18

Risk Assessment and DisasterManagement PlanI. Identification of hazardsII. Consequence AnalysisIII. Risk Assessment should alsoinclude leakages and location nearto refinery and proposed measuresfor risk reductionIV. Arrangement for fire protectionand control.

Details of Risk Assessment, Identification of hazards,Consequence Analysis, leakage and measurementsfor risk reduction are detailed in the Chapter ofEIA Report.

Additional Specific ToR

19

As committed, 50 of fresh waterrequirement should meet fromtreated wastewater of STP and EIAshould be prepared accordinglywith reduced water requirement.

In order to contribute towards Namami Gangeprogram, Mathura Refinery shall consider using thetreated effluent from the STPs for their non-portable water requirement. For this purpose newSTP is proposed approx. 20 MLD capacities, to thewater requirements of refinery. copy of STPsMoU is attached as Annexure 12.

new STP is also proposed on any advancedaerobic process capable to generate designedtreated consistently required by the refinery.

As committed to the MoEF&CC, About 669 m3/hr offresh water is required for the plant out of which500 m3/hr is met through the treated water fromthe STPs which is more the 50% of fresh waterconsumption. Treated effluent from STP will be onlyavailable after commissioning of STP at MathuraVrindavan Area which is being done by NMCG,Ministry of water resources, River DevelopmentGanga rejuvenation, Govt. Of India. However, MoUhas been signed between Mathura refinery and

MoWR, RD& GJ on 17th Aug 2016 for reuse oftreated effluent from STP (20 MLD). The copy ofagreement is enclosed as Annexure 13.

Mathura Refinery is increasing the wastewaterrecycling from 402 m3/hr to 413 m3 /hr afterproposed QIP.

20

copy of certified compliancereport to the environmentalconditions prescribed in theexisting EC. Action taken report/detailed action plan on thepartly/non- compliance conditionsreported by the MoEF CCRegional Office.

copy of certified compliance report to theenvironmental conditions prescribed in the existingEC is enclosed as Annexure

Generic Terms of Reference (ToR)

21 Executive Summary Executive Summary of the report is given in Pageto17 of the EIA Report.

22 Introduction

Details of the EIA Consultantincluding NABET accreditation

EIA study was undertaken by M/s CholamandalamMS Risk Services, NABET accredited EIAconsulting organisation.Declaration of the EIA consulting organization isgiven in page of the EIA report. Details of the EIAConsultant including NABET accreditation isdetailed in Chapter 11 of the EIA Report.

ii Information about the projectproponent

Project proponent is Indian Oil CorporationLimited (IOCL), Mathura and the informationabout the project proponent is discussed in Section1.1, Chapter of the EIA report.

iii Importance and benefits of theproject

The importance and the benefits of the project arediscussed in Chapter of the EIA report.

23 Project Description

Cost of project and time ofcompletion

Total capital requirement for the modificationsproposed under Quality Improvement Project (QIP)are Rs. 1713 crore based on April, 2015 prices withaccuracy +/- 30%. The financial cost is worked outbased on debt equity ratio 1:1.

As the proposed project is to improve quality ofproducts hence, internal rate of return cannot beestimated.

ii Products with capacities for theproposed project

Products with capacities for the proposed projectare detailed in Table 3-3, Section 3.7, and Chapterof EIA Report.

iii If expansion project, details ofexisting products with capacities

Details of existing facilities are detailed in Chapterwhich presents an overview of the environmental

and whether adequate land isavailable for expansion, referenceof earlier EC if any

compliance in the existing facility with respect toEnvironmental Clearance accorded.

ivList of raw materials required andtheir source along with mode oftransportation

Mathura Refinery receives Crude Oil from Salayathrough “Salaya-Mathura Pipeline” (SMPL) directlyinto the Crude Oil Tanks in the refinery. ImportedCrude Oil from different sources and Bombay HighCrude Oil is received in Crude Oil Storage Tank.

Other chemicals and materialsrequired with quantities andstorage capacities

Details of the requirement and storage arediscussed in Section 2.11. Chapter of EIA Report.

viDetailsof Emission, effluents,hazardous waste generation

and their management

Details of Emission, effluents, hazardous wastegeneration is given in Chapter of EIA Report.Details of the Management are discussed in Chapter10.

vii

Requirement of water, power, withsource of supply, status of approval,water balance diagram, man-powerrequirement (regular and contract)

Requirement of water, power, with source ofsupply, status of approval is discussed in Section3.10, Chapter of EIA Report.

viii

Process description along withmajor equipments and machineries,process flow sheet (quantities)from raw material to products to beprovided

Process description of the Existing Facilities is givenin Section 2.1, 2.2, Chapter of EIA report and theProcess description for the proposed facilities isdetailed in Section 3.4, Chapter of EIA report.

ix Hazard identification and details ofproposed safety systems

Hazard identification and details of proposed safetysystems is discussed in Chapter of EIA report

Expansion/modernizationproposals:a. Copy of all the EnvironmentalClearance(s) includingAmendments thereto obtained forthe project from MOEF/SEIAA shallbe attached as an Annexure.certified copy of the latestMonitoring Report of the RegionalOffice of the Ministry ofEnvironment and Forests as percircular dated 30th May, 2012 onthe status of compliance ofconditions stipulated in all theexisting environmental clearancesincluding Amendments shall beprovided. In addition, status ofcompliance of Consent to Operatefor the ongoing /existing operationof the project from SPCB shall beattached with the EIA-EMP report.

Copy of all the Environmental Clearance for theproject from MoEF is enclosed as Annexure 5.

certified copy of the latest Compliance report ofthe Regional Office of the MoEF is enclosed asAnnexure 4

The facility has been adopting robustenvironmental management programs and havebeen achieving the regulatory compliance andbeyond in the existing facility.

b. In case the existing project has The facility obtained Environmental Clearances

not obtained environmentalclearance, reasons for not taking ECunder the provisions of the EIANotification 1994 and/or EIANotification 2006 shall be provided.Copies of Consent to Establish/NoObjection Certificate and Consentto Operate (in case of unitsoperating prior to EIA Notification2006, CTE and CTO of FY 2005-2006) obtained from the SPCB shallbe submitted. Further, compliancereport to the conditions of consentsfrom the SPCB shall be submitted.

accorded from MoEF. List of EnvironmentalClearance granted by MoEF&CC is tabulated inTable 2.2 Section 2.1, Chapter of EIA report.

24 Site Details

i.

Location of the project site coveringvillage, Taluka/Tehsil, District andState, Justification for selecting thesite, whether other sites wereconsidered.

Location of Indian Oil Corporation Limited (IOCL),Mathura is given in Figure 1.1, Chapter of EIAreport.

ii.

toposheet of the study area ofradius of 10km and site location on1:50,000/1:25,000 scale on anA3/A2 sheet. (including all eco-sensitive areas andenvironmentally sensitive places)

Topographical Map Showing IOCL Refinery ExistingFacility and Study Area are given in Figure 1.2.

iii. Details w.r.t. option analysis forselection of site

Chapter presents the discussions on alternativesanalysis of site and technologies.

iv. Co-ordinates (lat-long) of all fourcorners of the site.

The existing plant coordinates are shown in Table1.1, Chapter and Table 3.2, Chapter 3of EIAReport

Google map-Earth downloaded ofthe project site.

Google Map Showing the IOCL Mathura Refineryand Study Area is given in Figure 3.5, chapter ofEIA Report.

vi.

Layout maps indicating existingunit as well as proposed unitindicating storage area, plant area,greenbelt area, utilities etc. Iflocated within an Industrialarea/Estate/Complex, layout ofIndustrial Area indicating locationof unit within the Industrialarea/Estate.

Layout maps indicating existing unit as well asproposed unit indicating storage area, plant area,greenbelt area, utilities etc is given in Figure 3.2,Chapter-3 of EIA report.

vii.

Photographs of the proposed andexisting (if applicable) plant site. Ifexisting, show photographs ofplantation/greenbelt, in particular.

Photographs of the existing plant site is given inFigure 2.7, 2.8 Chapter and Photographs showingthe location of the proposed facilities is given inChapter

viii. Land use break-up of total land of The proposed QIP project will be implemented

the project site (identified andacquired), government/privateagricultural, forest, wasteland,water bodies, settlements, etc shallbe included. (not required forindustrial area)

within the existing IOCL Mathura refinery complex.Layout of the existing IOCL Mathura refineryfacilities and location of the proposed project areshown in Figure 3.2. Since the proposed QIPfacilities will be undertaken within the existingrefinery complex, no additional land will beacquired.

ix.

list of major industries with nameand type within study area (10kmradius) shall be incorporated. Landuse details of the study area

list of major industries with name and type withinstudy area is given in Table 1.1, Chapter of EIAreport.Land use details of the study area detailed in Section4.4.2, Chapter of EIA report.

x.Geological features and Geo-hydrological status of the studyarea shall be included.

Geological features of the study area is given inSection 4.5, Chapter of EIA report

xi.

Details of Drainage of the projectupto 5km radius of study area. Ifthe site is within km radius of anymajor river, peak and lean seasonriver discharge as well as floodoccurrence frequency based onpeak rainfall data of the past 30years. Details of Flood Level of theproject site and maximum FloodLevel of the river shall also beprovided. (mega green fieldprojects)

The study area is drained by River Yamuna, which issub-basin of the Ganga river systemDetails of Drainage system is presented in section4.4.1 Chapter of EIA report.

xii.

Status of acquisition of land. Ifacquisition is not complete, stage ofthe acquisition process andexpected time of completepossession of the land.

Not applicable, as the proposed expansion will bedeveloped within the existing land of the projectsite.

xiii. R&R details in respect of land inline with state Government policy

Not applicable, as the proposed expansion will bedeveloped within the existing land of the projectsite.

25 Forest and wildlife related issues (ifapplicable):

Not Applicable

i.

Permission and approval for theuse of forest land (forestryclearance), if any, andrecommendations of the StateForest Department. (if applicable)

Not applicable

ii.

Land use map based on Highresolution satellite imagery (GPS)of the proposed site delineating theforestland (in case of projectsinvolving forest land more than 40ha)

Land Use Pattern based on Remote Sensing Data isgiven in Section 4.4.2, Chapter of EIA report.

iii.

Status of Application submitted forobtaining the stage forestryclearance along with latest statusshall be submitted.

Not applicable

iv.

The projects to be located within 10km of the National Parks,Sanctuaries, Biosphere Reserves,Migratory Corridors of WildAnimals, the project proponentshall submit the map dulyauthenticated by Chief WildlifeWarden showing these features vis-à-vis the project location and therecommendations or comments ofthe Chief Wildlife Warden-thereon

Not applicable, as No Ecological sensitive areaswere identified within 10 Km radius from the plantboundary

v.

Wildlife Conservation Plan dulyauthenticated by the Chief WildlifeWarden of the State Governmentfor conservation of Schedulefauna, if any exists in the study area

Not applicable

vi.

Copy of application submitted forclearance under the Wildlife(Protection) Act, 1972, to theStanding Committee of the NationalBoard for Wildlife

Not applicable

26 Environmental Status

i.

Determination of atmosphericinversion level at the project siteand site-specific micro-meteorological data usingtemperature, relative humidity,hourly wind speed and directionand rainfall.

Detailed site meteorological data usingtemperature, relative humidity, hourly wind speedand direction and rainfall is discussed in Section 4.7,Chapter of EIA report.

ii.

AAQ data (except monsoon) atlocations for PM10, PM2.5, SO2,NOX, CO and other parametersrelevant to the project shall becollected. The monitoring stationsshall be based CPCB guidelines andtake into account the pre-dominantwind direction, population zoneand sensitive receptors includingreserved forests.

The air quality monitoring stations were selectedbased on screening air quality modelling exerciseprior to commence of the study. Eight (8) air qualitymonitoring stations were selected for detailedmonitoring as per the CPCB guidelines. Themonitoring locations and results are discussed inSection 4.9, Chapter of EIA report.

iii.

Raw data of all AAQ measurementfor 12 weeks of all stations as perfrequency given in the NAQQMNotification of Nov. 2009 alongwith min., max., average and 98%values for each of the AAQ

AAQ measurement of all stations was done as perNAQQM Notification and the min., max., average and98% values for each of the AAQ parameters fromdata all AAQ stations is provided in section 4.9,Chapter of EIA report. The test reports areattached as Annexure 15

parameters from data of all AAQstations should be provided as anannexure to the EIA Report.

iv.

Surface water quality of nearbyRiver (100m upstream anddownstream of discharge point)and other surface drains at eightlocations as per CPCB/MoEF&CCguidelines.

Surface water sample was collected in the RiverYamuna near to the Upstream and downstream ofthe River which is the major source of water for theproject.The observation of the surface water sample isgiven in section 4.11.1, chapter and surface waterquality analysis report is enclosed in Annexure 17.

v.

Whether the site falls near topolluted stretch of river identifiedby the CPCB/MoEF&CC, if yes givedetails.

No, the site doesn’t fall under any polluted stretch ofriver identified by the CPCB/MoEF&CC

vi.Ground water monitoring atminimum at locations shall beincluded.

To assess the water quality of the study area, eight(8) ground water sampling locations were selected.Analysed Ground Water Quality for VariousParameter is given in Table 4.11.5, Chapter of EIAreport and the analysis report is enclosed asAnnexure.

vii. Noise levels monitoring atlocations within the study area.

Noise levels were recorded at eight locations in thestudy area. Based on the recorded noise levels,various statistical parameters have been presentedin Table 4.10, Chapter The hourly noise levelmonitoring data is enclosed in Annexure.

viii. Soil Characteristic as per CPCBguidelines.

Soil samples were collected from eight locationswithin the study area out of which three locationsfalls within the refinery premises. Physico-chemicalcharacteristics of collected soil samples withinstudy area of 10Kms are given in Table 4.7, Chapter

of EIA report and the laboratory test reports arepresented in Annexure 14.

ix.

Traffic study of the area, type ofvehicles, frequency of vehicles fortransportation of materials,additional traffic due to proposedproject, parking arrangement etc.

The impact of vehicular traffic and their emissionsto the environment is insignificant.

x.

Detailed description of flora andfauna (terrestrial and aquatic)existing in the study area shall begiven with special reference to rare,endemic and endangered species. IfSchedule-I fauna are found withinthe study area, WildlifeConservation Plan shall beprepared and furnished.

Detailed description of Ecological environmentincluding flora and fauna of study area is given inSection 4.12, Chapter of EIA Report.

xi. Socio-economic status of the studyarea

Detailed description of Socio-economic status of thestudy area is given in Section4.13, Chapter of EIA

report.

27 Impact and EnvironmentManagement Plan

i.

Assessment of ground levelconcentration of pollutants fromthe stack emission based on site-specific meteorological features. Incase the project is located on hillyterrain, the AQIP Modelling shall bedone using inputs of the specificterrain characteristics fordetermining the potential impactsof the project on the AAQ.Cumulative impact of all sources ofemissions (includingtransportation) on the AAQ of thearea shall be assessed. Details ofthe model used and the input dataused for modelling shall also beprovided. The air quality contoursshall be plotted on location mapshowing the location of project site,habitation nearby, sensitivereceptors, if any.

Prediction of impacts on air environment has beencarried out by employing mathematical modelbased on steady state Gaussian Plume DispersionModel designed for multiple point sources for shortterm. ISCST3 dispersion model, designed formultiple point sources for short term USEPA hasbeen used for simulations from point sources. Themodel simulations deal with dispersion of threemajor pollutants viz., Sulphur Dioxide (SO2), Oxidesof Nitrogen (NOX and Particulate Matter (PM)emitted from the stacks. Assessment of ground levelconcentration of pollutants from the stack emissionbased on site-specific meteorological features isdetail in section 5.3.2. Chapter of EIA report.

ii. Water Quality modelling in caseof discharge in water body

Since there will not be any increase in treated wastewater discharge into drain and it will be decreasingfrom 176 m3/hr to 169 m3/hr for the proposed QIP,However the overall environmental impacts due toproposed project will be insignificant.

iii.

Impact of the transport of the rawmaterials and end products on thesurrounding environment shall beassessed and provided. In thisregard, options for transport of rawmaterials and finished productsand wastes (large quantities) byrail or rail- cum road transport orconveyor-cum-rail transport shallbe examined.

Impact of the transport of the raw materials andend products on the surrounding environment shallbe assessed and provided in section 5.2.11, chapter

of EIA report.

iv.

note on treatment of wastewaterfrom different plant operations,extent recycled and reused fordifferent purposes shall beincluded. Complete scheme ofeffluent treatment. Characteristicsof untreated and treated effluent tomeet the prescribed standards of

Effluent Treatment Plant and Impacts from Disposalof Treated wastewater is detailed in section, chapter5.3.6 of EIA report

discharge under E(P) Rules.

v.Details of stack emission and actionplan for control of emissions tomeet standards.

Air quality management plan during the operationalphase is discussed in section 10.4.1, chapter 10 ofEIA report.

vi. Measures for fugitive emissioncontrol

No major process vents and fugitive emissions areenvisaged from proposed quality improvementproject. However, the currently adopted plant wideLeak Detection and Repair Program will beextended to control fugitive VOC emissions, therebyachieving the emission standards.

vii.

Details of hazardous wastegeneration and their storage,utilization and management. Copiesof MOU regarding utilization ofsolid and hazardous waste incement plant shall also be included.EMP shall include the concept ofwaste- minimization,recycle/reuse/recover techniques,Energy conservation, and naturalresource conservation.

Solid and Hazardous Waste is detailed in section3.11, chapter of EIA report. The copy of MOU ofSTP is attached as Annexure 12.

viii.

Proper utilization of fly ash shall beensured as per Fly Ash Notification,2009. detailed plan of action shallbe provided.

There is no fly as generation in Proposed QIP.

ix.

Action plan for the green beltdevelopment plan in 33 area i.e.land with not less than 1,500 treesper ha. Giving details of species,width of plantation, planningschedule etc. shall be included. Thegreen belt shall be around theproject boundary and scheme forgreening of the roads used for theproject shall also be incorporated.

IOCL Mathura Refinery, as responsible corporateentity, is committed for upkeep of the environmentbeyond its boundaries as well; the refinery hastaken extra –ordinary initiatives to provide greencover to the archaeological heritage sites especiallythe Taj Mahal by planting 80,000 trees in TajReserve Forest and 35,000 trees in RenukataReserve Forest. Plantation has also been conductedin the Mathura region, under this program around34,459 numbers of selected plant species have beenplanted in Mathura and Govardhan region.

An ecological park has been developed within therefinery premises and details of green cover arepresented in Section 2.9, chapter-2 of EIA report.

x.

Action plan for rainwaterharvesting measures at plant siteshall be submitted to harvestrainwater from the roof tops andstorm water drains to recharge theground water and also to use forthe various activities at the projectsite to conserve fresh water andreduce the water requirement from

Rainwater harvesting is novel method to rechargethe ground water level. Mathura Refinery hasimplemented 14 numbers of Rain Water Harvestingfacilities inside the refinery premises and Township.Total catchment area is about 55,000 sq meters andapprox 16000 cubic meter water collected from rainis discharged into ground annually.

other sources.

xi.

Total capital cost and recurringcost/annum for environmentalpollution control measures shall beincluded.

Total capital requirement for the modificationsproposed under Quality Improvement Project (QIP)are Rs. 1713 crore based on April, 2015 prices withaccuracy +/- 30%. The financial cost is worked outbased on debt equity ratio 1:1.As the proposed project is to improve quality ofproducts hence, internal rate of return cannot beestimated.

Details of Proposed Budget for EnvironmentalManagement Plan are presented in section 10.2,Chapter 10 of EIA report.

xii.Action plan for post-projectenvironmental monitoring shall besubmitted.

The existing facility has implemented robustenvironmental monitoring program and the samewill be implemented after the proposed expansionproject. Summary of the existing and proposedenvironmental monitoring programs are presentedin Table 7.1, chapter of EIA report.

xiii.

Onsite and Offsite Disaster (naturaland Man-made) Preparedness andEmergency Management Planincluding Risk Assessment anddamage control. Disastermanagement plan should be linkedwith District Disaster ManagementPlan.

The discussion on the Risk Assessment is given inchapter of EIA report.

28 Occupational health

I.Plan and fund allocation to ensurethe occupational health safety ofall contract and casual workers

IOCL is equipped with full fledged occupationalHealth Centre within the factory premises. OHC wasestablished on December 1993 to cater the medicalsof 1200 employees. OHC is manned by qualifiedMedical Officer supported with four paramedicalstaff.

II.

Details of exposure specifi healthstatus evaluation of worker. If theworkers’ health is being evaluatedby pre designed format, chestrays, Audiometry, Spirometry,Vision testing (Far Near vision,colour vision and any other oculardefect) ECG, during pre placementand periodical examinations givethe details of the same. Detailsregarding last month analyzed dataof above mentioned parameters asper age, sex, duration of exposureand department wise.

detailed occupational health facility in the existingIOCL Mathura plant is given in section 2.14, chapter

of the EIA report.

III.

Details of existing OccupationalSafety Hazards. What are theexposure levels of hazards andwhether they are withinPermissible Exposure level (PEL). Ifthese are not within PEL, whatmeasures the company has adoptedto keep them within PEL so thathealth of the workers can bepreserved.


of the EIA report.

IV.Annual report of heath status ofworkers with special reference toOccupational Health and Safety.


of the EIA report.29 Corporate Environment Policy

I.

Does the company have a well laiddown Environment Policyapproved by its Board of Directors?If so, it may be detailed in the EIAreport.

detailed explanation is given in Section 1.2

II.

Does the Environment Policyprescribe for standard operatingprocess procedures to bring intofocus any infringement deviation

violation of the environmental orforest norms conditions? If so, itmay be detailed in the EIA.

No

III.

What is the hierarchical system orAdministrative order of thecompany to deal with theenvironmental issues and forensuring compliance with theenvironmental clearanceconditions? Details of this systemmay be given.


IV.

Does the company have system ofreporting of non compliancesviolations of environmental normsto the Board of Directors of thecompany and /or shareholders orstakeholders at large? Thisreporting mechanism shall bedetailed in the EIA report


30

Details regarding infrastructurefacilities such as sanitation, fuel,restroom etc. to be provided to thelabour force during construction aswell as to the casual workersincluding truck drivers during

Existing facilities will be provided and will beutilized during the construction phase.

operation phase.

31 Enterprise Social Commitment(ESC)

I.

Adequate funds (at least 2.5 ofthe project cost) shall beearmarked towards the EnterpriseSocial Commitment based on PublicHearing issues and item-wisedetails along with time boundaction plan shall be included. Socio-economic development activitiesneed to be elaborated upon.

IOCL has been undertaking various CSR programs atplant and corporate levels across all theiroperations in India. Baseline survey was conductedin 2011 through NGO, M/s Sankriti Gram, NewDelhi for identifying the activity areas. The surveyfocused on requirement of infrastructural facilitiesfor schools like buildings, drainage, roads, drinkingwater facility, provision of teaching aids/equipments, library, table and chairs etc. The impactstudy on society due to these executed CSR projectsis done by the same agency M/s Sanskriti Gram,New Delhi. The various expenditure incurred by Mathura Refinery on CSR activities is given in Table 2.13 of Chapter 2.

The capital CSR budgets of Rs. 6045 Lakhs had been embarked for the local Community development within the vicinity of the study area as budget classification given in Table10.1 of Chapter 10 for the proposed QIP

32

Any litigation pending against theproject and/or any direction/orderpassed by any Court of Law againstthe project, if so, details thereofshall also be included. Has the unitreceived any notice under theSection of Environment(Protection) Act, 1986 or relevantSections of Air and Water Acts? Ifso, details thereof andcompliance/ATR to the notice(s)and present status of the case.

No litigation pending against the project

Annexure 4 Certified Environmental Compliance Statement

Annexure 5 Copy of Latest Environmental Clearances & CTO under Air

and Water Act

Annexure 6 Existing Stack Monitoring Test Report

Annexure 7 Existing VOC Monitoring Test Report

Annexure 8 Water Drawl Permission Letter

Annexure 9 Existing Treated Wastewater Monitoring Test Report

Annexure 10 Existing Storage Tanks

Storage tank schedule (Details of products / raw material) A. CLASS – “A” PRODUCTS

S. No. TANK SERVICE CAPACITY (M3) S. No. TANK SERVICE CAPACITY (M3) 1 001 CRUDE 50000 22 461 NAPHTHA 500

2 002 CRUDE 50000 23 133 - T-01B NAPHTHA 500

3 003 CRUDE 50000 24 133-T-3 NAPHTHA 1000

4 004 CRUDE 50000 25 - 32 201 – 208 – 8 TANKS MS 10000 * 8 = 80000

5 005 CRUDE 50000 33 251 MS 2000

6 006 CRUDE 50000 34 161 MS 200

7 007 CRUDE 65000 35 261 MS 500

8 008 CRUDE 65000 SUB TOTAL 84700

SUB TOTAL 430000 36-38 801 803 SLOP 2000 * 3 = 6000

9 51 VBN 1000 39 S-1 SLOP 500

10 52 VBN 1000 40 S-2 SLOP 500

SUB TOTAL 2000 SUB TOTAL 7000

11 101 NAPHTHA 10000 41 108 MSQ FEED 10000

12 102 NAPHTHA 10000 42 109 MSQ FEED 10000

13 103 NAPHTHA 10000 43 110 HGU FEED 10000

14 104 NAPHTHA 10000 44 111 HGU FEED 10000

15 105 NAPHTHA 10000 45 112 ISOMERATE 15000

16 106 NAPHTHA 10000 46 113 HEAVY REFORMATE 15000

17 107 NAPHTHA 6000 SUB TOTAL 70000

18 151 NAPHTHA 2000 47 - 48 370-T-114 - 115

BOTTOMS NAPHTHA 6000 * 2 = 12000

19 351 NAPHTHA 2000 49 - 50 370-T-116 - 17

HEAVY NAPHTHA 6000 * 2 = 12000

20 451 NAPHTHA 2000 51 - 53 370-T-118 - 120

HEART CUT NAPHTHA 6000 * 3 = 18000

21 651 NAPHTHA 2000 54-55 370-T-121 - 122 MS 10000 * 2 = 20000

55-56 370-T-123 - 124 Naphtha 20000*2= 40000

SUB TOTAL 74000 SUB TOTAL 102000

G. SUB TOTAL 506000 G. SUB TOTAL 263700

TOTAL “A” CLASS PRODUCT = 769700 KL

B. - CLASS – “B” PRODUCT S. No. TANK SERVICE CAPACITY (M3)

1 301 ATF 10000 2 302 ATF 10000 3 303 ATF 10000 4 304 ATF 10000 5 305 ATF 10000 6 306 ATF 10000

7 361 ATF 500 8 362 ATF 875 SUB TOTAL 61375 9 401 SK 10000 10 402 SK 10000 11 403 SK 10000 12 404 SK 10000 13 405 SK 10000 14 462 SK 4000

SUB TOTAL 54000 15 501 HSD 20000 16 502 HSD 20000 17 504 HSD 20000

18 505 HSD 20000

19 506 HSD 5000

20 507 HSD 20000

21 508 HSD 30000

22 509 HSD 25000

23 513 HSD 25000

24 551 HSD 5000

25 562 HSD 4000

26 563 HSD 1800

27 133-T-2 HSD 105.9

28 701 HSD 10000

29 702 HSD 10000

30 133-T-4 HSD 100

SUB TOTAL 216005.9 31 510 SOUR DIESEL 20000 32 511 SOUR DIESEL 20000 33 512 TCO 10000

SUB TOTAL 50000 TOTAL CLASS 'B" PRODUCTS = 381380.9 KL

C. CLASS - "C" PRODUCTS

S. No. TANK SERVICE CAPACITY (M3) S. No. TANK SERVICE CAPACITY (M3) 1 601 SRGO 3000 23 901 IFO 1000

2 602 SRGO 3000 24 902 IFO 1000

3 603 SRGO 3000 25 903 IFO 1000

4 561 SRGO 1000 26 904 IFO 1000

SUB TOTAL 10000 SUB TOTAL 4000 5 703 FO/HPS 10000 27 951 BITUMEN 1000

6 704 FO/HPS 10000 28 952 BITUMEN 1000

7 705 FO/HPS 10000 29 953 BITUMEN 3000

8 706 FO/HPS 10000 30 954 BITUMEN 3000

9 707 VB FEED 10000 31 955 BITUMEN 3000

10 708 VB FEED 10000 32 956 BITUMEN 3000

11 709 FO/HPS 10000 33 957 BITUMEN 3000

12 710 FO/HPS 10000 34 958 BITUMEN 3000

13 711 FO/HPS 13500 35 959 BITUMEN 3000

14 712 FO/HPS 6500 36 960 BITUMEN 3000

15 661 FO 500 37 961 BITUMEN 3000

16 761 FO 1000 38 962 BITUMEN 3000

17. 762 HPS 1800 39 963 BITUMEN 3000

18. 133-T-01A FO 500 40 964 BITUMEN 3000

SUB TOTAL 103800 41 965 BITUMEN 3000

17 503 HVGO 20000 42 966 BITUMEN 3000

18 851 HVGO 20000

19 852 HVGO 20000 SUB TOTAL 44000 20 853 HVGO 20000

21 905 FCC FEED 5000

22 906 FCC FEED 5000

SUB TOTAL 90000

TOTAL OF CLASS 'C' PRODUCTS 251800 KL LPG / Propylene Storage / Hydrogen / Nitrogen Vessels

LPG IN HORTON SPHERES - No. Product Capacity, M3 Type

606-H-1 LPG 1500 Horton Sphere 606-H-2 LPG 1500 Horton Sphere 606-H-3 LPG 1500 Horton Sphere 606-H-4 LPG 1500 Horton Sphere 606-H-5 LPG 1500 Horton Sphere 606-H-6 LPG 1500 Horton Sphere

TOTAL (9000 M3) 4500 MT

LPG IN MOUNDED BULLET 071-V-101 LPG 2442 Mounded Bullet 071-V-102 LPG 2442 Mounded Bullet 071-V-103 LPG 2442 Mounded Bullet

TOTAL (7326 M3 ) 3736 MT

PROPYLENE IN HORTON SPHERES H7 Propylene 900 Horton Sphere H8 Propylene 900 Horton Sphere H9 Propylene 900 Horton Sphere

TOTAL (2700 M3) 1152 MT

PROPYLENE IN MOUNDED BULLET 071-V-105 Propylene 2442 Mounded Bullet 071-V -106 Propylene 2442 Mounded Bullet

TOTAL (4884 M3) 2491MT HYDROGEN IN BULLETS -

42-VV-00 A Hydrogen 225 Bullet 42-VV-00 B Hydrogen 225 Bullet 42-VV-00 C Hydrogen 225 Bullet

42-VV-00 D Hydrogen 225 Bullet TOTAL (900 M3)

NITROGEN IN VESSELS - 304/1(0340-V-003A) Nitrogen 80 Vessel 304/2(0340-V-003B) Nitrogen 80 Vessel

TOTAL (160 M3)

Annexure 11 Occupational Health Report

REPORT ON SAFETY, HEALTH & ENVIRONMENT FOR THE MONTH OF OCTOBER 2016 – MARCH 2017

S.No.

Item Status

B. HEALTH 1. Occupational Health Checks Category Target Reported Done

Periodical Medical check-up 211 212 212Well Person Medical Check up 101 80 80Pre-employment - 124 91CISF 20 20 20Total Examined 332 436 403

2. Status of first aid boxes in units/ locations Checked regularly

3 Work Environment Monitoringa Area Toxic Gas Monitoring OCTOBER 2016

Gas Dept. Unit/Area Date Measured values Normal ValuesPeak Min STEL TLV

TWA8 hrs

STEL TLV TWA8 hrs

1 CO Prod AVU/ pH Testing Area

3.10.16 0.0 0.0 0.0 0.0 400 50

2 CO Prod AVU/ 10 PM Pump Area

3.10.16 0.0 0.0 0.0 0.0 400 50

3 CO Prod AVU/ Seal Pot area

5.10.16 0.0 0.0 0.0 0.0 400 50

4 CO Prod CO Boiler/ Firing Floor

5.10.16 0.0 0.0 0.0 0.0 400 50

5 CO Prod OHCU /Off gas comp area

18.10.16 0.0 0.0 0.0 0.0 400 50

6 CO Prod HGU-II 302-R-15, 18.10.16 0.0 0.0 0.0 0.0 400 507 CO Prod DHDT/ 301E 8/E

13 Area 19.10.16 0.0 0.0 0.0 0.0 400 50

8 CO Prod HGU-I/ Shift Reactor and 06-E-06 area

Shut down -- -- -- -- 400 50

9 CO Prod SRU/ pit area (A) 21.10.16 0.0 0.0 0.0 0.0 400 5010 CO Prod OMS I 24.10.16 0.0 0.0 0.0 0.0 400 5011 H2S Prod AVU/ pH Testing

Area 3.10.16 0.0 0.0 0.0 0.0 15.0 10.0

12 H2S Prod AVU/ 10 PM Pump Area

3.10.16 0.0 0.0 0.0 0.0 15.0 10.0

13 H2S Prod AVU/ Seal Pot area

5.10.16 0.0 0.0 0.0 0.0 15.0 10.0

14 H2S Prod Merox/ LPG area 7.10.16 0.0 0.0 0.0 0.0 15.0 10.015 H2S Prod CO Boiler/ Firing

Floor 5.10.16 0.0 0.0 0.0 0.0 15.0 10.0

16 H2S Prod OHCU /Off gas comp area

18.10.16 0.0 0.0 0.0 0.0 15.0 10.0

17 H2S Prod DHDT/ 301E 8/E13 Area

19.10.16 0.0 0.0 0.0 0.0 15.0 10.0

18 H2S Prod HGU-I/ Shift Reactor and 06-E-06 area

Shut down -- -- -- -- 15.0 10.0

19 H2S Prod SRU/ pit area (A) 21.10.16 0.0 0.0 0.0 0.0 15.0 10.0

20 H2S Prod MSQ/ pH Testing Area V3/V7

21.10.16 0.0 0.0 0.0 0.0 15.0 10.0

21 H2S Prod Prime G/pH Testing Area

22.10.16 0.0 0.0 0.0 0.0 15.0 10.0

22 H2S Prod OMS I 25.10.16 0.0 0.0 0.0 0.0 15.0 10.023 NH3* Prod CRU/ NH3*

Dosing 3.10.16 0.0 0.0 -- -- 35 25

24 NH3* Prod SRU/ SWS area 21.10.16 0.0 0.0 -- -- 35 2525 HC

Values in % LEL Prod AVU/ pH Testing

Area 3.10.16 0.0 10% LEL - Exposure warning

* - By detector tube + - Process discontinued 26 HC Prod AVU/ 10 PM

Pump Area 3.10.16 0.0

27 HC Prod AVU/ Seal Pot area

5.10.16 0.0

28 HC P&U CO Boiler/ Firing Floor

5.10.16 0.0

29 HC Prod DHDT/ 301E 8/E13 Area

19.10.16 0.0

30 HC Prod OHCU /off Gas Comp Area

18.10.16 0.0

31 HC Prod OMS I 25.10.16 0.0

a Area Toxic Gas Monitoring NOVEMBER 2016Gas Dept. Unit/Area Date Measured values Normal Values

Peak Min STEL TLV TWA8 hrs

STEL TLV TWA8 hrs


2.11.16 0.0 0.0 0.0 0.0 400 50


2.11.16 0.0 0.0 0.0 0.0 400 50


3.11.16 0.0 0.0 0.0 0.0 400 50


3.11.16 0.0 0.0 0.0 0.0 400 50


7.11.16 0.0 0.0 0.0 0.0 400 50


13 Area 9.11.16 0.0 0.0 0.0 0.0 400 50


Shut down -- -- -- -- 400 50

9 CO Prod SRU/ pit area (C) 15.11.16 0.0 0.0 0.0 0.0 400 5010 CO Prod OMS I 17.1116 0.0 0.0 0.0 0.0 400 5011 H2S Prod AVU/ pH Testing

Area 2.11.16 0.0 0.0 0.0 0.0 15.0 10.0


2.11.16 0.0 0.0 0.0 0.0 15.0 10.0

13 H2S Prod AVU/ Seal Potarea

3.11.16 0.0 0.0 0.0 0.0 15.0 10.0


Floor 3.11.16 0.0 0.0 0.0 0.0 15.0 10.0


7.11.16 0.0 0.0 0.0 0.0 15.0 10.0


9.11.16 0.0 0.0 0.0 0.0 15.0 10.0


Shut down -- -- -- -- 15.0 10.0

19 H2S Prod SRU/ pit area (C) 15.11.16 0.0 0.0 0.0 0.0 15.0 10.020 H2S Prod MSQ/ pH Testing

Area V3/V7 15.11.16 0.0 0.0 0.0 0.0 15.0 10.0


18.11.16 0.0 0.0 0.0 0.0 15.0 10.0


Dosing 2.11.16 0.0 0.0 -- -- 35 25





Pump Area 2.11.16 0.0


3.11.16 0.0


3.11.16 0.0


9.11.16 0.0


7.11.16 0.0

31 HC Prod OMS I 17.11.16 0.0

a Area Toxic Gas Monitoring DECEMBER 2016Gas Dept. Unit/Area Date Measured values Normal Values


STEL TLV TWA8 hrs


2.12.16 0.0 0.0 0.0 0.0 400 50


2.12.16 0.0 0.0 0.0 0.0 400 50


5.12.16 0.0 0.0 0.0 0.0 400 50


5.12.16 0.0 0.0 0.0 0.0 400 50


7.12.16 0.0 0.0 0.0 0.0 400 50


13 Area 8.12.16 0.0 0.0 0.0 0.0 400 50


Shut down -- -- -- -- 400 50

9 CO Prod SRU/ pit area (D) 9.12.16 0.0 0.0 0.0 0.0 400 5010 CO Prod OMS I 14.12.16 0.0 0.0 0.0 0.0 400 5011 H2S Prod AVU/ pH Testing

Area 2.12.16 0.0 0.0 0.0 0.0 15.0 10.0


2.12.16 0.0 0.0 0.0 0.0 15.0 10.0


5.12.16 0.0 0.0 0.0 0.0 15.0 10.0


Floor 5.12.16 0.0 0.0 0.0 0.0 15.0 10.0


7.12.16 0.0 0.0 0.0 0.0 15.0 10.0


8.12.16 0.0 0.0 0.0 0.0 15.0 10.0


Shut down -- -- -- -- 15.0 10.0

19 H2S Prod SRU/ pit area (D) 9.12.16 0.0 0.0 0.0 0.0 15.0 10.020 H2S Prod MSQ/ pH Testing

Area V3/V7 9.12.16 0.0 0.0 0.0 0.0 15.0 10.0


15.12.16 0.0 0.0 0.0 0.0 15.0 10.0


Dosing 2.12.16 0.0 0.0 -- -- 35 25





Pump Area 2.12.16 0.0


5.12.16 0.0


5.12.16 0.0


8.12.16 0.0


7.12.16 0.0

31 HC Prod OMS I 14.12.16 0.0

a Area Toxic Gas Monitoring JANUARY 2017Gas Dept. Unit/Area Date Measured values Normal Values


STEL TLV TWA8 hrs


4.1.17 0.0 0.0 0.0 0.0 400 50


4.1.1 0.0 0.0 0.0 0.0 400 50


5.1.17 0.0 0.0 0.0 0.0 400 50


5.1.17 0.0 0.0 0.0 0.0 400 50


9.1.17 0.0 0.0 0.0 0.0 400 50


13 Area 11.1.17 0.0 0.0 0.0 0.0 400 50


Shut down -- -- -- -- 400 50

9 CO Prod SRU/ pit area (A) 13.1.17 0.0 0.0 0.0 0.0 400 5010 CO Prod OMS I 16.1.17 0.0 0.0 0.0 0.0 400 5011 H2S Prod AVU/ pH Testing

Area 4.1.17 0.0 0.0 0.0 0.0 15.0 10.0


4.1.1 0.0 0.0 0.0 0.0 15.0 10.0


5.1.17 0.0 0.0 0.0 0.0 15.0 10.0


Floor 5.1.17 0.0 0.0 0.0 0.0 15.0 10.0


9.1.17 0.0 0.0 0.0 0.0 15.0 10.0


11.1.17 0.0 0.0 0.0 0.0 15.0 10.0


Shut down -- -- -- -- 15.0 10.0

19 H2S Prod SRU/ pit area (A) 13.1.17 0.0 0.0 0.0 0.0 15.0 10.020 H2S Prod MSQ/ pH Testing

Area V3/V7 16.1.17 0.0 0.0 0.0 0.0 15.0 10.0


19.1.17 0.0 0.0 0.0 0.0 15.0 10.0


Dosing 4.1.17 0.0 0.0 -- -- 35 25





Pump Area 4.1.1 0.0


5.1.17 0.0


5.1.17 0.0


11.1.7 0.0


9.1.17 0.0

31 HC Prod OMS I 16.1.17 0.0

a Area Toxic Gas Monitoring FEBRUARY 2017Gas Dept. Unit/Area Date Measured values Normal Values

Peak Min STEL TLVTWA8 hrs

STEL TLV TWA8 hrs


2.2.17 0.0 0.0 0.0 0.0 400 50


2.2.1 0.0 0.0 0.0 0.0 400 50


3.2.17 0.0 0.0 0.0 0.0 400 50


3.2.17 0.0 0.0 0.0 0.0 400 50


6.2.17 0.0 0.0 0.0 0.0 400 50


13 Area 8.2.17 0.0 0.0 0.0 0.0 400 50


Shut down -- -- -- -- 400 50

9 CO Prod SRU/ pit area (D) 10.2.17 0.0 0.0 0.0 0.0 400 5010 CO Prod OMS I 13.2.17 0.0 0.0 0.0 0.0 400 5011 H2S Prod AVU/ pH Testing

Area 2.2.17 0.0 0.0 0.0 0.0 15.0 10.0


2.2.1 0.0 0.0 0.0 0.0 15.0 10.0


3.2.17 0.0 0.0 0.0 0.0 15.0 10.0


Floor 3.2.17 0.0 0.0 0.0 0.0 15.0 10.0


6.2.17 0.0 0.0 0.0 0.0 15.0 10.0


8.2.17 0.0 0.0 0.0 0.0 15.0 10.0


Shut down -- -- -- -- 15.0 10.0

19 H2S Prod SRU/ pit area (D) 10.2.17 0.0 0.0 0.0 0.0 15.0 10.020 H2S Prod MSQ/ pH Testing

Area V3/V7 10.2.17 0.0 0.0 0.0 0.0 15.0 10.0


15.2.17 0.0 0.0 0.0 0.0 15.0 10.0


Dosing 2.2.17 0.0 0.0 -- -- 35 25





Pump Area 2.2.1 0.0


3.2.17 0.0


3.2.17 0.0


8.2.7 0.0


6.2.17 0.0

31 HC Prod OMS I 13.2.17 0.0

a Area Toxic Gas Monitoring MARCH 2017Gas Dept. Unit/Area Date Measured values Normal Values


STEL TLV TWA8 hrs


2.3.17 0.0 0.0 0.0 0.0 400 50


2.3.17 0.0 0.0 0.0 0.0 400 50


3.3.17 0.0 0.0 0.0 0.0 400 50


3.3.17 0.0 0.0 0.0 0.0 400 50


6.3.17 0.0 0.0 0.0 0.0 400 50


13 Area 9.3.17 0.0 0.0 0.0 0.0 400 50


Shut down -- -- -- -- 400 50

9 CO Prod SRU/ pit area (B) 21.3.17 0.0 0.0 0.0 0.0 400 5010 CO Prod OMS I 22.3.17 0.0 0.0 0.0 0.0 400 5011 H2S Prod AVU/ pH Testing

Area 2.3.17 0.0 0.0 0.0 0.0 15.0 10.0


2.3.17 0.0 0.0 0.0 0.0 15.0 10.0


3.3.17 0.0 0.0 0.0 0.0 15.0 10.0

14 H2S Prod Merox/ LPG area 1.3.17 0.0 0.0 0.0 0.0 15.0 10.0

15 H2S Prod CO Boiler/ Firing Floor

3.3.17 0.0 0.0 0.0 0.0 15.0 10.0


6.3.17 0.0 0.0 0.0 0.0 15.0 10.0


9.3.17 0.0 0.0 0.0 0.0 15.0 10.0


Shut down -- -- -- -- 15.0 10.0

19 H2S Prod SRU/ pit area (B) 21.3.17 4.0 0.0 0.8 0.4 15.0 10.020 H2S Prod MSQ/ pH Testing

Area V3/V7 21.3.17 0.0 0.0 0.0 0.0 15.0 10.0


24.3.17 0.0 0.0 0.0 0.0 15.0 10.0


Dosing 2.3.17 0.0 0.0 -- -- 35 25





Pump Area 2.3.17 0.0


3.3.17 0.0


3.3.17 0.0


9.3.17 0.0


6.3.17 0.0

31 HC Prod OMS I 22.3.17 0.0b AArea Sound Level monitoring

OCTOBER 2016 TLV (TWA) = 90 dBA

5.10.16

5.10.16

3.10.16

3.10.16

3.10.16

B Area Sound Level monitoring NOVEMBER 2016 TLV (TWA) = 90 dBA

02 PM 05 A 85.102 PM 02 B 82.702 PM 1 A PUMP 89.402 K 1 COMPRESSOR (UP) 82.6CONTROL ROOM 68.1301 P 01 B PUMP 87.1301 P 04 ABPUMP 84.5301 P 3 A PUMP 88.2301 P 06 A PUMP 81.9301 K 01 B COMP. (NEAR WHEEL) 88.9CONTROL ROOM 68.1NEAR 7P 12 B 88.6NEAR 7P10 B PUMP 88.5

EXCHANGER AREA 81.67 KA 3 A/B COMPRESSOR (FAN SIDE)

83.9

7 KA 3 C COMPRESSOR (FAN SIDE) 86.17 P 1 A 88.57P 5 A /B 84.27P 2C / B / A 83.9SAMPLE SOUR WATER (V3) 82.7FURNACE F1/F2 82.9CONTROL ROOM 68.1NEAR 6 PM 002 A/B Shut downNEAR 6 KM 003A/BNEAR 6K 004 A /BPSA 130PSA 14006 K 001 A/B AIR FANCONTROL ROOM302 P 12 A/B 83.4302 K 12 V2 / V3 86.7302 K 01 A/B COMPRESSOR 81.2 PSA AREA 95.9302 K 11 A/B 81.1NEAR 340 KM 001 92.7CONTROL ROOM 66.9COMPRESSOR HOUSE 93.7COMPRESSOR HOUSE – INSIDE CABIN

68.1

306 P 1 B 86.1307 P 2 B 87.9Comp House 89.4

B Area Sound Level monitoring DECEMBER 2016 TLV (TWA) = 90 dBA

88.780.287.399.0

77.967.098.664.192.789.291.993.389.164.6

B Area Sound Level monitoring JANUARY 2016 TLV (TWA) = 90 dBA

4.1.17

4.1.17

6.1.17

6.1.17

6.1.17

B Area Sound Level monitoring FEBRUARY 2016 TLV (TWA) = 90 dBA

02 PM 05 A 86.202 PM 02 B 83.102 PM 1 A PUMP 89.702 K 1 COMPRESSOR (UP) 81.5CONTROL ROOM 66.9301 P 01 B PUMP 88.4301 P 04 ABPUMP 85.1301 P 3 A PUMP 89.1301 P 06 A PUMP 82.6301 K 01 B COMP. (NEAR WHEEL) 89.6CONTROL ROOM 66.9NEAR 7P 12 B 87.6NEAR 7P10 B PUMP 87.9

EXCHANGER AREA 85.67 KA 3 A/B COMPRESSOR (FAN SIDE)

84.6

7 KA 3 C COMPRESSOR (FAN SIDE) 87.47 P 1 A 87.97P 5 A /B 85.97P 2C / B / A 82.6SAMPLE SOUR WATER (V3) 86.7FURNACE F1/F2 84.3CONTROL ROOM 66.9NEAR 6 PM 002 A/B Shut downNEAR 6 KM 003A/BNEAR 6K 004 A /BPSA 130PSA 14006 K 001 A/B AIR FANCONTROL ROOM302 P 12 A/B 84.9302 K 12 V2 / V3 86.7302 K 01 A/B COMPRESSOR 82.6 PSA AREA 94.3302 K 11 A/B 82.6NEAR 340 KM 001 91.8CONTROL ROOM 70.1COMPRESSOR HOUSE 94.1COMPRESSOR HOUSE – INSIDE CABIN

69.8

306 P 1 B 86.3307 P 2 B 88.4Comp House 89.5

B Area Sound Level monitoring MARCH 2016 TLV (TWA) = 90 dBA

86.584.982.0

Shut Down

62.0

78.167.898.565.292.190.591.192.890.163.988.0

4. Any other information. ECG - 298PFT - 294 TITMUS - 298 AUDIOMETRY- 131

Annexure 12 MoU with Sewage Treatment Plant

Annexure 13 Acknowledgment Copy for Renewal of Hazardous

Waste Authorization from UPPCB

Annexure 14 Soil Quality Test Report

Annexure 15 Ambient Air Quality Monitoring Test Report

Annexure 16 Ambient Noise Quality Monitoring Test Report

Annexure 17 Surface Water Quality Monitoring Test Report

Annexure 18 Ground Water Quality Monitoring Test Report

Annexure 19 Treated Wastewater Quality Test Report

Annexure 20 Village wise Socioeconomic Tables

Annexure 20 – Village wise Socioeconomic Tables Table 1. Study Area Villages

State District Tehsil Vill Code Name HH PopUP Mathura Mathura 124362 Anganpura 208 1216UP Mathura Mathura 124363 Baburi Garbi 231 1431UP Mathura Mathura 124361 Baburi Sharqi 90 571UP Mathura Mathura 124461 Bad (CT) 3068 14559UP Mathura Mathura 124383 Barari 755 4219UP Mathura Mathura 124370 Bhainsa 513 3349UP Mathura Mathura 124377 Chharhgaon 447 2699UP Mathura Mathura 124392 Dhana Shamsabad 357 2251UP Mathura Mathura 124382 Dhana Teja 560 3191UP Mathura Mathura 124359 Ladpur 441 2713UP Mathura Mathura 124360 Nagla Maniram 40 270UP Mathura Mathura 124351 Aduki 989 6163UP Mathura Mathura 124384 Anwla Sultanpur Bangar 336 2078UP Mathura Mathura 124389 Balrai Bangar 290 1676UP Mathura Mathura 124380 Bamoli 159 900UP Mathura Mathura 124381 Beri 945 5391UP Mathura Mathura 124391 Bhahai 824 5626UP Mathura Mathura 124372 Bhuarsu 491 2940UP Mathura Mathura 124369 Dhangaon 585 3488UP Mathura Mathura 124388 Jhandipur Bangar 396 2458UP Mathura Mathura 124358 Karnawal Bangar 292 1848UP Mathura Mathura 124378 Khediya 205 1221UP Mathura Mathura 124354 Koila Alipur Bangar 415 2390UP Mathura Mathura 124390 Kurkanda 221 1462UP Mathura Mathura 124356 Madanpura Bangar 132 818UP Mathura Mathura 124397 Mahuan 611 3562UP Mathura Mathura 124379 Pilua Sadiqpur 436 2570UP Mathura Mathura 124371 Samaspur 227 1644UP Mathura Mathura 124376 Sersa 631 3662UP Mathura Mahavan 124145 Sherpur Khadar 11 49UP Mathura Mathura 124460 Aurangabad Bangar (CT) 2664 15792UP Mathura Mathura 124350 Azampur 117 720UP Mathura Mahavan 124178 Barha Bangar 20 156UP Mathura Mathura 124404 Bisu 309 1949UP Mathura Mathura 124403 Chandrabhan 367 2224UP Mathura Mathura 124401 Daulatpur Farah 551 3148UP Mathura Mathura 124425 Dhana Jiwna 280 1597UP Mathura Mathura 124414 Dhana Khema 125 705UP Mathura Mathura 124374 Dhana Viran 37 288UP Mathura Mathura 124420 Dharmpura 469 2806UP Mathura Mathura 800794 Farah (NP) 1581 10412UP Mathura Mathura 124398 Fateha 174 1283UP Mathura Mathura 124422 Ganjoli 249 1247UP Mathura Mathura 124394 Garhaya Latifpur Bangar 676 4365UP Mathura Mathura 124424 Garhi Rambal 98 639UP Mathura Mahavan 124123 Gokul Bangar(Dehat.1) 35 175UP Mathura Mahavan 124141 Habibpur Bangar 510 3157UP Mathura Mathura 124419 Hasanpur 11 59

State District Tehsil Vill Code Name HH PopUP Mathura Mahavan 124137 Hataura 350 2362UP Mathura Mathura 124400 Hathaoli 99 584UP Mathura Mathura 124418 Ikdanta 85 577UP Mathura Mahavan 124120 Jakariapur 34 256UP Mathura Mathura 124405 Jalal 169 1000UP Mathura Mathura 124409 Jamalpur 246 1373UP Mathura Mathura 124423 Jiroli 148 905UP Mathura Mahavan 124127 Jogipur Bangar 116 802UP Mathura Mahavan 124128 Jogipur Khadar 33 201UP Mathura Mathura 124395 Kherat 89 620UP Mathura Mathura 124264 Kosi Khurd 832 5265UP Mathura Mahavan 124179 Lahrauli Bangar 335 1934UP Mathura Mahavan 124180 Lahrauli Khadar 7 26UP Mathura Mahavan 124125 Mahaban Bangar (Dehat) 1155 6726UP Mathura Mahavan 124126 Mahaban Khadar 12 214UP Mathura Mathura 124347 Mai Mirzapur Bangar 1123 6001UP Mathura Mathura 124399 Makhdum 394 2099UP Mathura Mathura 124375 Mal 329 1883UP Mathura Mathura 124340 Masum Nagar 195 1256UP Mathura Mathura 124413 Mirpur 101 615UP Mathura Mathura 124421 Mirzapur Brahmnan 121 645UP Mathura Mahavan 124112 Mubarikpur Bangar 54 370UP Mathura Mahavan 124111 Mubarikpur Khadar 42 290UP Mathura Mathura 124367 Mudesi 300 1762UP Mathura Mathura 124428 Muiuddinpur 92 516UP Mathura Mathura 124345 Murshidpur Bangar 77 434UP Mathura Mathura 124411 Mustafabad 764 4658UP Mathura Mathura 124334 Nabipur 174 941UP Mathura Mahavan 124142 Nabipur Bangar 213 1469UP Mathura Mahavan 124143 Nabipur Khadar 5 42UP Mathura Mathura 124364 Nagari 177 1039UP Mathura Mathura 124427 Nagla Abua 342 2028UP Mathura Mahavan 124173 Nagla Ajam Bangar 43 328UP Mathura Mathura 124326 Nagla Mana 314 1929UP Mathura Mahavan 124129 Noorpur 134 835UP Mathura Mathura 124429 Ol 1784 11648UP Mathura Mathura 124270 Pura 351 2167UP Mathura Mathura 124402 Rahimpur 125 723UP Mathura Mathura 124366 Rampur 400 2403UP Mathura Mathura 124459 Ranchi Bangar (CT) 2282 12536UP Mathura Mathura 124407 Salempur Farah 265 1634UP Mathura Mathura 124408 Sanaura 335 2154UP Mathura Mahavan 124122 Sarai Alikhan 24 160UP Mathura Mathura 124263 Senha 172 1101UP Mathura Mahavan 124140 Shahaupur Bangar 196 1205UP Mathura Mathura 124396 Shahpur Farah 180 1087UP Mathura Mahavan 124147 Shahpur Khadar 2 2UP Mathura Mahavan 124144 Sherpur Bangar 22 111UP Mathura Mathura 124269 Sonoth Janubi 136 790

State District Tehsil Vill Code Name HH PopUP Mathura Mathura 124368 Tarsi 534 3490UP Mathura Mathura 124348 Tartura 1645 9364UP Mathura Mathura 124410 Thirawali 252 1469UP Mathura Mathura 124365 Umari 462 2661UP Mathura Mathura 124327 Uspar 1217 7225

Rajasthan Bharatpur Kumher 074592 Santrook 1078 6404

Table 2: Demography Profile of Study Area

S.No Villages HH POP Males Females Sex Ratio

Child <6

Child Sex Ratio SC ST

1 Aduki 989 6163 3269 2894 885 1035 987 34.1 0.0 2 Anganpura 208 1216 652 564 865 215 955 58.8 0.0

3Anwla Sultanpur Bangar

336 2078 1080 998 924 400 1041 33.2 0.0

4 Aurangabad Bangar 2664 15792 8330 7462 896 2386 816 21.2 0.0

5 Azampur 117 720 386 334 865 122 906 3.9 0.0 6 Baburi Garbi 231 1431 760 671 883 221 873 2.5 0.0 7 Baburi Sharqi 90 571 301 270 897 86 870 98.6 0.0 8 Bad 3068 14559 7636 6923 907 1945 852 18.4 0.2 9 Balrai Bangar 290 1676 850 826 972 284 1014 38.3 0.0

10 Bamoli 159 900 493 407 826 146 921 15.8 0.0 11 Barari 755 4219 2288 1931 844 743 839 42.9 0.1 12 Barha Bangar 20 156 80 76 950 22 833 0.0 0.0 13 Beri 945 5391 2919 2472 847 947 747 12.6 0.0 14 Bhahai 824 5626 3031 2595 856 1138 881 17.0 0.0 15 Bhainsa 513 3349 1813 1536 847 521 888 19.9 0.0 16 Bhuarsu 491 2940 1621 1319 814 520 851 19.7 0.0 17 Bisu 309 1949 1018 931 915 360 875 25.3 0.1 18 Chandrabhan 367 2224 1175 1049 893 329 935 40.4 0.0 19 Chharhgaon 447 2699 1450 1249 861 481 879 31.0 0.0 20 Daulatpur Farah 551 3148 1714 1434 837 581 862 65.2 0.0 21 Dhana Jiwna 280 1597 839 758 903 280 842 4.7 0.0 22 Dhana Khema 125 705 376 329 875 104 677 3.5 0.0

23 Dhana Shamsabad 357 2251 1216 1035 851 336 806 24.9 0.0

24 Dhana Teja 560 3191 1724 1467 851 484 766 8.6 0.0 25 Dhana Viran 37 288 157 131 834 64 882 99.7 0.0 26 Dhangaon 585 3488 1886 1602 849 525 786 26.7 0.0 27 Dharmpura 469 2806 1486 1320 888 456 957 15.1 0.0 28 Farah (NP) 1581 10412 5505 4907 891 1601 862 8.7 0.0 29 Fateha 174 1283 693 590 851 182 655 10.5 0.0


Child <6


30 Ganjoli 249 1247 731 516 706 158 629 1.1 0.0

31 Garhaya Latifpur Bangar 676 4365 2357 2008 852 885 844 45.0 0.0

32 Garhi Rambal 98 639 335 304 907 85 735 1.4 0.0

33 Gokul Bangar(Dehat.1) 35 175 97 78 804 25 923 29.1 0.0

34 Habibpur Bangar 510 3157 1677 1480 883 552 971 23.9 0.0

35 Hasanpur 11 59 27 32 1185 4 1000 0.0 0.0 36 Hataura 350 2362 1268 1094 863 380 801 12.3 0.0 37 Hathaoli 99 584 304 280 921 97 796 27.9 0.0 38 Ikdanta 85 577 309 268 867 89 816 21.8 0.0 39 Jakariapur 34 256 133 123 925 43 720 0.0 0.0 40 Jalal 169 1000 534 466 873 179 967 62.6 0.0 41 Jamalpur 246 1373 721 652 904 222 1018 28.4 0.0

42 Jhandipur Bangar 396 2458 1310 1148 876 423 1024 31.9 0.0

43 Jiroli 148 905 485 420 866 148 973 17.2 0.0 44 Jogipur Bangar 116 802 433 369 852 152 1111 39.9 0.0 45 Jogipur Khadar 33 201 105 96 914 39 1053 0.0 0.0

46 Karnawal Bangar 292 1848 954 894 937 341 927 19.8 0.0

47 Khediya 205 1221 666 555 833 203 880 29.6 0.0 48 Kherat 89 620 331 289 873 100 1000 1.8 0.0

49 Koila Alipur Bangar 415 2390 1297 1093 843 453 812 17.2 0.0

50 Kosi Khurd 832 5265 2844 2421 851 958 814 31.5 0.0 51 Kurkanda 221 1462 770 692 899 292 934 1.8 0.0 52 Ladpur 441 2713 1399 1314 939 469 884 61.7 0.0 53 Lahrauli Bangar 335 1934 998 936 938 369 1050 44.5 0.1 54 Lahrauli Khadar 7 26 13 13 1000 2 0 0.0 0.0

55 Madanpura Bangar 132 818 411 407 990 152 1413 0.0 0.0

56 Mahaban Bangar (Dehat) 1155 6726 3668 3058 834 1165 812 68.9 0.0

57 Mahaban Khadar 12 214 209 5 24 5 250 0.0 0.0

58 Mahuan 611 3562 1854 1708 921 628 944 55.8 0.0

59 Mai Mirzapur Bangar 1123 6001 3246 2755 849 893 815 12.2 0.0

60 Makhdum 394 2099 1070 1029 962 244 848 15.2 0.8 61 Mal 329 1883 1003 880 877 323 755 15.7 0.0 62 Masum Nagar 195 1256 696 560 805 231 1063 56.1 0.1 63 Mirpur 101 615 329 286 869 102 889 44.9 0.0


Child <6


64 Mirzapur Brahmnan 121 645 351 294 838 95 727 17.8 0.0

65 Mubarikpur Bangar 54 370 196 174 888 70 1188 0.0 0.0

66 Mubarikpur Khadar 42 290 151 139 921 62 879 95.2 0.0

67 Mudesi 300 1762 937 825 880 272 778 41.5 0.0 68 Muiuddinpur 92 516 276 240 870 81 800 51.6 0.0

69 Murshidpur Bangar 77 434 225 209 929 42 826 0.0 0.0

70 Mustafabad 764 4658 2514 2144 853 834 825 27.2 0.0 71 Nabipur 174 941 509 432 849 170 809 25.6 0.0 72 Nabipur Bangar 213 1469 776 693 893 286 776 11.6 0.0 73 Nabipur Khadar 5 42 20 22 1100 8 1667 0.0 0.0 74 Nagari 177 1039 577 462 801 166 627 20.4 0.0 75 Nagla Abua 342 2028 1087 941 866 338 977 17.7 0.0

76 Nagla Ajam Bangar 43 328 182 146 802 67 523 0.0 0.0

77 Nagla Mana 314 1929 1030 899 873 355 821 9.9 0.0 78 Nagla Maniram 40 270 141 129 915 43 1048 2.2 0.0 79 Noorpur 134 835 456 379 831 133 750 47.4 0.0 80 Ol 1784 11648 6241 5407 866 2020 857 36.5 0.0 81 Pilua Sadiqpur 436 2570 1363 1207 886 522 845 3.0 0.0 82 Pura 351 2167 1148 1019 888 335 821 15.6 0.0 83 Rahimpur 125 723 389 334 859 144 674 1.8 0.0 84 Rampur 400 2403 1331 1072 805 350 777 27.6 0.0 85 Ranchi Bangar 2282 12536 6748 5788 858 1697 843 11.5 0.0 86 Salempur Farah 265 1634 831 803 966 321 824 63.8 0.0 87 Samaspur 227 1644 903 741 821 247 777 3.6 0.0 88 Sanaura 335 2154 1125 1029 915 392 903 28.1 0.0 89 Santrook 1078 6404 3433 2971 865 990 787 12.4 0.1 90 Sarai Alikhan 24 160 88 72 818 18 1000 100.0 0.0 91 Senha 172 1101 601 500 832 152 708 26.0 0.0 92 Sersa 631 3662 1935 1727 893 642 905 22.3 0.0

93 Shahaupur Bangar 196 1205 646 559 865 194 848 40.4 0.0

94 Shahpur Farah 180 1087 566 521 920 160 905 1.4 0.0 95 Shahpur Khadar 2 2 2 0 0 0 0 0.0 0.0 96 Sherpur Bangar 22 111 63 48 762 21 909 0.0 0.0 97 Sherpur Khadar 11 49 32 17 531 8 600 0.0 0.0 98 Sonoth Janubi 136 790 417 373 894 133 684 18.2 0.0 99 Tarsi 534 3490 1815 1675 923 624 868 37.0 0.0


Child <6


100 Tartura 1645 9364 5005 4359 871 1058 910 4.8 0.0 101 Thirawali 252 1469 771 698 905 241 746 14.3 0.0 102 Umari 462 2661 1433 1228 857 336 826 10.4 0.0 103 Uspar 1217 7225 3852 3373 876 1341 975 20.3 0.0

Total 43345 257456 137498 119958 872 41893 859 24.3 0.0 HH- Households, POP- Population, Child SR- Child Sex Ratio, SC- Scheduled Caste, ST- Scheduled Tribes

Table 3 – Workers Group Distribution S.No Villages WP WP% MW AW CUL AL HH Others

1 Aduki 1958 31.8 62.4 44.9 51.0 49.0 5.2 49.9 2 Anganpura 526 43.3 38.2 50.8 12.0 88.0 2.9 46.4 3 Anwla Sultanpur Bangar 645 31.0 68.7 59.5 37.5 62.5 0.2 40.3 4 Aurangabad Bangar 4135 26.2 88.9 6.7 49.1 50.9 2.8 90.5 5 Azampur 177 24.6 79.7 43.5 68.8 31.2 1.7 54.8 6 Baburi Garbi 349 24.4 88.3 28.1 96.9 3.1 0.0 71.97 Baburi Sharqi 199 34.9 52.3 37.7 88.0 12.0 2.0 60.3 8 Bad (CT) 4628 31.8 65.2 11.0 42.8 57.2 2.2 86.8 9 Balrai Bangar 431 25.7 79.6 59.4 82.4 17.6 3.2 37.4

10 Bamoli 247 27.4 88.7 69.2 69.6 30.4 2.8 27.9 11 Barari 1010 23.9 83.4 14.7 85.1 14.9 1.3 84.1 12 Barha Bangar 49 31.4 75.5 34.7 94.1 5.9 57.1 8.2 13 Beri 1871 34.7 94.2 81.1 44.2 55.8 2.9 16.0 14 Bhahai 1470 26.1 64.3 79.9 50.4 49.6 2.2 17.9 15 Bhainsa 858 25.6 75.8 32.9 95.0 5.0 1.3 65.9 16 Bhuarsu 769 26.2 87.0 87.6 51.5 48.5 1.7 10.7 17 Bisu 707 36.3 53.3 73.0 41.3 58.7 4.7 22.3 18 Chandrabhan 617 27.7 95.8 14.4 80.9 19.1 0.6 84.9 19 Chharhgaon 653 24.2 95.4 56.4 82.6 17.4 3.8 39.8 20 Daulatpur Farah 750 23.8 45.9 23.9 38.0 62.0 1.9 74.3 21 Dhana Jiwna 554 34.7 66.1 82.5 84.2 15.8 1.1 16.4 22 Dhana Khema 177 25.1 59.9 76.3 63.7 36.3 1.7 22.0 23 Dhana Shamsabad 627 27.9 81.0 59.5 58.7 41.3 8.3 32.2 24 Dhana Teja 738 23.1 81.8 37.4 67.0 33.0 7.5 55.1 25 Dhana Viran 64 22.2 46.9 59.4 63.2 36.8 0.0 40.6 26 Dhangaon 929 26.6 76.1 48.3 62.8 37.2 1.7 49.9 27 Dharmpura 840 29.9 71.2 51.1 76.2 23.8 14.4 34.5 28 Farah 2883 27.7 80.7 6.8 34.0 66.0 5.0 88.2 29 Fateha 309 24.1 66.3 41.4 78.9 21.1 2.3 56.3 30 Ganjoli 476 38.2 52.1 52.7 88.8 11.2 30.0 17.2 31 Garhaya Latifpur Bangar 1147 26.3 83.1 72.9 52.3 47.7 0.9 26.2

S.No Villages WP WP% MW AW CUL AL HH Others 32 Garhi Rambal 167 26.1 77.2 65.9 90.0 10.0 4.8 29.3 33 Gokul Bangar(Dehat.1) 91 52.0 72.5 53.8 67.3 32.7 4.4 41.8 34 Habibpur Bangar 863 27.3 75.9 76.6 60.2 39.8 3.2 20.2 35 Hasanpur 25 42.4 88.0 52.0 100.0 0.0 0.0 48.0 36 Hataura 556 23.5 43.2 26.6 48.0 52.0 6.5 66.9 37 Hathaoli 173 29.6 77.5 50.9 76.1 23.9 17.9 31.2 38 Ikdanta 108 18.7 65.7 91.7 65.7 34.3 0.0 8.3 39 Jakariapur 70 27.3 98.6 80.0 89.3 10.7 11.4 8.6 40 Jalal 323 32.3 79.6 52.9 17.5 82.5 6.8 40.2 41 Jamalpur 457 33.3 69.4 68.3 33.0 67.0 14.2 17.5 42 Jhandipur Bangar 633 25.8 57.0 63.7 48.1 51.9 5.2 31.1 43 Jiroli 350 38.7 55.7 60.0 59.0 41.0 30.9 9.1 44 Jogipur Bangar 420 52.4 51.0 95.2 17.3 82.8 1.9 2.9 45 Jogipur Khadar 39 19.4 94.9 94.9 21.6 78.4 2.6 2.6 46 Karnawal Bangar 426 23.1 77.5 71.6 87.5 12.5 1.2 27.2 47 Khediya 354 29.0 76.0 65.5 93.5 6.5 1.4 33.1 48 Kherat 133 21.5 68.4 97.7 65.4 34.6 0.8 1.5 49 Koila Alipur Bangar 715 29.9 54.8 55.2 50.9 49.1 4.5 40.3 50 Kosi Khurd 1524 28.9 83.9 49.8 47.0 53.0 3.4 46.8 51 Kurkanda 458 31.3 76.2 59.2 73.4 26.6 0.7 40.2 52 Ladpur 933 34.4 61.2 83.2 37.6 62.4 0.1 16.7 53 Lahrauli Bangar 922 47.7 86.8 86.1 12.2 87.8 10.1 3.854 Lahrauli Khadar 12 46.2 100.0 100.0 66.7 33.3 0.0 0.0 55 Madanpura Bangar 182 22.2 91.2 72.0 93.1 6.9 1.6 26.4 56 Mahaban Bangar (Dehat) 1767 26.3 59.3 49.2 52.5 47.5 2.4 48.3 57 Mahaban Khadar 3 1.4 66.7 33.3 0.0 100.0 0.0 66.7 58 Mahuan 1219 34.2 62.2 50.7 34.1 65.9 3.9 45.4 59 Mai Mirzapur Bangar 1659 27.6 77.4 36.2 37.2 62.8 3.6 60.2 60 Makhdum 987 47.0 63.2 17.8 46.6 53.4 26.6 55.5 61 Mal 749 39.8 64.1 86.9 75.4 24.6 0.1 13.0 62 Masum Nagar 692 55.1 40.8 44.8 35.8 64.2 3.6 51.6 63 Mirpur 312 50.7 49.4 82.1 44.9 55.1 4.8 13.1 64 Mirzapur Brahmnan 186 28.8 84.9 64.5 76.7 23.3 1.6 33.9 65 Mubarikpur Bangar 86 23.2 15.1 22.1 78.9 21.1 17.4 60.5 66 Mubarikpur Khadar 69 23.8 8.7 1.4 100.0 0.0 8.7 89.9 67 Mudesi 526 29.9 81.0 70.2 40.7 59.3 8.2 21.7 68 Muiuddinpur 214 41.5 25.7 87.9 18.1 81.9 2.3 9.8 69 Murshidpur Bangar 137 31.6 88.3 20.4 67.9 32.1 10.2 69.3 70 Mustafabad 1278 27.4 72.9 64.2 44.9 55.1 4.9 30.9 71 Nabipur 262 27.8 45.0 24.8 75.4 24.6 3.1 72.1

S.No Villages WP WP% MW AW CUL AL HH Others 72 Nabipur Bangar 560 38.1 51.6 88.0 51.1 48.9 4.6 7.3 73 Nabipur Khadar 19 45.2 42.1 100.0 31.6 68.4 0.0 0.0 74 Nagari 266 25.6 99.6 72.6 69.9 30.1 3.4 24.1 75 Nagla Abua 605 29.8 87.9 66.1 61.5 38.5 3.5 30.4 76 Nagla Ajam Bangar 71 21.6 98.6 97.2 100.0 0.0 0.0 2.8 77 Nagla Mana 498 25.8 71.1 43.4 94.0 6.0 2.0 54.6 78 Nagla Maniram 72 26.7 81.9 86.1 33.9 66.1 1.4 12.5 79 Noorpur 252 30.2 93.7 29.4 56.8 43.2 4.8 65.9 80 Ol 3584 30.8 78.6 46.7 42.0 58.0 3.0 50.4 81 Pilua Sadiqpur 646 25.1 41.6 52.0 72.6 27.4 5.0 43.0 82 Pura 950 43.8 73.5 82.0 40.4 59.6 2.0 16.0 83 Rahimpur 185 25.6 93.0 34.1 96.8 3.2 4.9 61.1 84 Rampur 678 28.2 85.3 39.8 86.7 13.3 2.9 57.2 85 Ranchi Bangar 3819 30.5 87.9 10.7 35.6 64.4 2.5 86.9 86 Salempur Farah 365 22.3 97.5 28.5 66.3 33.7 0.5 71.0 87 Samaspur 422 25.7 97.9 97.6 51.0 49.0 0.2 2.1 88 Sanaura 923 42.9 47.1 66.7 72.2 27.8 1.6 31.6 89 Santrook 2139 33.4 81.9 85.8 69.2 30.8 1.5 12.7 90 Sarai Alikhan 91 56.9 68.1 70.3 60.9 39.1 3.3 26.4 91 Senha 499 45.3 89.6 86.4 74.5 25.5 2.8 10.8 92 Sersa 987 27.0 49.1 71.4 56.7 43.3 3.9 24.7 93 Shahaupur Bangar 458 38.0 71.2 85.2 27.7 72.3 8.1 6.894 Shahpur Farah 250 23.0 92.4 52.0 87.7 12.3 1.2 46.8 95 Shahpur Khadar 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 96 Sherpur Bangar 50 45.0 44.0 94.0 44.7 55.3 2.0 4.0 97 Sherpur Khadar 28 57.1 39.3 100.0 42.9 57.1 0.0 0.0 98 Sonoth Janubi 222 28.1 77.9 71.6 43.4 56.6 4.5 23.9 99 Tarsi 937 26.8 71.2 51.3 59.7 40.3 8.4 40.2

100 Tartura 2101 22.4 77.2 7.9 66.7 33.3 4.5 87.7 101 Thirawali 360 24.5 78.1 76.4 75.6 24.4 3.9 19.7 102 Umari 972 36.5 66.0 83.2 80.0 20.0 0.9 15.8 103 Uspar 1938 26.8 57.1 40.5 56.0 44.0 7.3 52.3

Total / Rate 75820 29.4 73.1 47.0 54.9 45.1 4.2 48.8 WP- Working Population, MW- Main Workers, AW – Agriculture Workers, CUL- Cultivators, AL- Agriculture Workers, HH- Household Workers, OW- Other Workers

Table 4: Literacy Pattern

S.No Villages Literates Literacy Rate

Male Literates

Male Literacy

Rate

Female Literates

Female Literacy

Rate 1 Aduki 3869 75.4 2421 88.1 1448 60.82 Anganpura 689 68.8 464 85.6 225 49.0


Male Literates

Male Literacy

Rate

Female Literates

Female Literacy

Rate 3 Anwla Sultanpur Bangar 1128 67.2 712 80.5 416 52.44 Aurangabad Bangar 10015 74.7 5791 82.5 4224 66.15 Azampur 482 80.6 288 89.4 194 70.36 Baburi Garbi 803 66.4 510 79.4 293 51.67 Baburi Sharqi 353 72.8 216 84.7 137 59.68 Bad (CT) 9640 76.4 5598 85.0 4042 67.19 Balrai Bangar 1019 73.2 635 89.6 384 56.2

10 Bamoli 595 78.9 364 87.3 231 68.511 Barari 2662 76.6 1711 90.8 951 59.712 Barha Bangar 92 68.7 55 80.9 37 56.113 Beri 3009 67.7 2034 85.6 975 47.214 Bhahai 2838 63.2 1992 82.1 846 41.015 Bhainsa 2057 72.7 1344 87.4 713 55.216 Bhuarsu 1524 63.0 1053 78.6 471 43.617 Bisu 1085 68.3 689 83.4 396 51.918 Chandrabhan 1525 80.5 902 89.8 623 70.019 Chharhgaon 1590 71.7 1054 88.3 536 52.320 Daulatpur Farah 1830 71.3 1198 85.4 632 54.221 Dhana Jiwna 978 74.3 637 92.7 341 54.122 Dhana Khema 476 79.2 283 90.1 193 67.223 Dhana Shamsabad 1597 83.4 965 93.7 632 71.424 Dhana Teja 2093 77.3 1308 90.2 785 62.525 Dhana Viran 145 64.7 99 80.5 46 45.526 Dhangaon 2202 74.3 1375 86.4 827 60.327 Dharmpura 1672 71.1 1086 86.7 586 53.428 Farah (NP) 6257 71.0 3713 79.9 2544 61.129 Fateha 903 82.0 557 95.5 346 66.830 Ganjoli 763 70.1 550 86.8 213 46.8

31 Garhaya Latifpur Bangar 2396 68.9 1600 85.2 796 49.7

32 Garhi Rambal 505 91.2 285 99.7 220 82.133 Gokul Bangar(Dehat.1) 116 77.3 73 86.9 43 65.234 Habibpur Bangar 1730 66.4 1136 81.3 594 49.235 Hasanpur 47 85.5 25 100.0 22 73.336 Hataura 1533 77.3 982 92.9 551 59.637 Hathaoli 378 77.6 220 88.0 158 66.738 Ikdanta 395 80.9 237 91.2 158 69.339 Jakariapur 148 69.5 87 80.6 61 58.140 Jalal 434 52.9 286 64.6 148 39.2


Male Literates

Male Literacy

Rate

Female Literates

Female Literacy

Rate 41 Jamalpur 944 82.0 564 92.3 380 70.442 Jhandipur Bangar 1507 74.1 980 89.0 527 56.443 Jiroli 602 79.5 386 94.1 216 62.244 Jogipur Bangar 487 74.9 318 88.1 169 58.545 Jogipur Khadar 113 69.8 62 72.1 51 67.146 Karnawal Bangar 1042 69.1 636 81.9 406 55.647 Khediya 737 72.4 487 87.3 250 54.348 Kherat 258 49.6 163 58.0 95 39.749 Koila Alipur Bangar 1413 72.9 892 85.2 521 58.550 Kosi Khurd 3093 71.8 1979 85.4 1114 56.051 Kurkanda 863 73.8 545 88.0 318 57.752 Ladpur 1505 67.1 921 80.1 584 53.453 Lahrauli Bangar 1099 70.2 690 84.4 409 54.854 Lahrauli Khadar 14 58.3 9 69.2 5 45.555 Madanpura Bangar 484 72.7 291 83.6 193 60.7

56 Mahaban Bangar (Dehat) 3984 71.6 2584 85.4 1400 55.2

57 Mahaban Khadar 84 40.2 82 40.0 2 50.058 Mahuan 2049 69.8 1294 84.5 755 53.859 Mai Mirzapur Bangar 3989 78.1 2449 88.9 1540 65.460 Makhdum 1360 73.3 806 85.9 554 60.461 Mal 1063 68.1 687 83.9 376 50.762 Masum Nagar 749 73.1 516 88.4 233 52.863 Mirpur 340 66.3 224 81.5 116 48.764 Mirzapur Brahmnan 451 82.0 274 92.6 177 69.765 Mubarikpur Bangar 193 64.3 127 77.4 66 48.566 Mubarikpur Khadar 98 43.0 63 53.4 35 31.867 Mudesi 1165 78.2 709 90.4 456 64.668 Muiuddinpur 276 63.4 183 79.2 93 45.669 Murshidpur Bangar 324 82.7 179 88.6 145 76.370 Mustafabad 2376 62.1 1557 75.7 819 46.371 Nabipur 565 73.3 371 89.4 194 54.572 Nabipur Bangar 827 69.9 509 82.8 318 56.073 Nabipur Khadar 18 52.9 11 64.7 7 41.274 Nagari 619 70.9 404 85.1 215 54.075 Nagla Abua 1264 74.8 769 84.0 495 64.076 Nagla Ajam Bangar 183 70.1 110 79.7 73 59.377 Nagla Mana 924 58.7 601 72.0 323 43.778 Nagla Maniram 189 83.3 115 95.8 74 69.2


Male Literates

Male Literacy

Rate

Female Literates

Female Literacy

Rate 79 Noorpur 497 70.8 317 83.4 180 55.980 Ol 6507 67.6 4085 79.3 2422 54.181 Pilua Sadiqpur 1187 58.0 800 74.1 387 40.082 Pura 1377 75.2 820 85.1 557 64.283 Rahimpur 458 79.1 283 93.4 175 63.484 Rampur 1594 77.6 1057 93.2 537 58.485 Ranchi Bangar (CT) 8672 80.0 5073 87.1 3599 71.886 Salempur Farah 951 72.4 544 83.1 407 61.987 Samaspur 976 69.9 654 85.6 322 50.988 Sanaura 1277 72.5 775 84.3 502 59.589 Santrook 4151 76.7 2533 88.0 1618 63.890 Sarai Alikhan 128 90.1 77 97.5 51 81.091 Senha 803 84.6 492 96.1 311 71.292 Sersa 2096 69.4 1405 87.9 691 48.693 Shahaupur Bangar 686 67.9 446 82.4 240 51.194 Shahpur Farah 683 73.7 411 85.3 272 61.195 Shahpur Khadar 2 100.0 2 100.0 0 #DIV/0! 96 Sherpur Bangar 46 51.1 35 67.3 11 28.997 Sherpur Khadar 30 73.2 24 88.9 6 42.998 Sonoth Janubi 488 74.3 303 89.6 185 58.099 Tarsi 1970 68.7 1246 84.1 724 52.3

100 Tartura 7331 88.3 4261 95.7 3070 79.6101 Thirawali 909 74.0 564 89.1 345 58.0102 Umari 1985 85.4 1188 95.1 797 74.1103 Uspar 3768 64.0 2448 77.2 1320 48.7104 Grand Total 157396 73.0 97925 85.2 59471 59.1

Table 5: Panchayat wise Sanitation Facilities S.No. Panchayat HH HH With Toilets HH With Toilets %

1 Aduki 417 60 14.42 Aurangabad 1651 1188 72.03 Baburi Sharqi 353 252 71.44 Bad 538 175 32.55 Bhainsa 497 5 1.0 6 Dhangaon 559 43 7.7 7 Karnawal Bangar 336 44 13.18 Koila Alipur Bangar 563 207 36.89 Ladpur 609 203 33.3

10 Mai Mirzapur Bangar 839 573 68.3

11 Mudesi 383 57 14.912 Nagla Mana 373 18 4.8 13 Rampur 464 41 8.8 14 Salempur Mathura 245 20 8.2 15 Samaspur 254 40 15.716 Tarsi 483 55 11.417 Tartura 574 358 62.418 Umari 660 36 5.5 19 Uspar 1014 146 14.420 Habibpur Bangar 1294 18 1.4 21 Hasanpur 1568 98 6.3 22 Hataura 310 31 10.023 Hatkoli 881 208 23.624 Lahrauli Bangar 549 173 31.525 Noorpur 1562 388 24.826 Shahaupur Bangar 240 14 5.8 27 Anwla Sultanpur Bangar 329 69 21.028 Balrai Bangar 347 45 13.029 Barari 378 35 9.3 30 Beri 997 172 17.331 Bhahai 808 79 9.8 32 Bhuarsu 460 68 14.833 Bisu 383 101 26.434 Chandrabhan 351 156 44.435 Chharhgaon 420 37 8.8 36 Daulatpur Farah 549 89 16.237 Dhana Jiwna 468 64 13.738 Dhana Shamsabad 410 78 19.039 Dhana Teja 552 57 10.340 Dharmpura 460 32 7.041 Fateha 492 102 20.742 Garhaya Latifpur Bangar 639 38 5.9 43 Jamalpur 543 83 15.344 Jhandipur Bangar 361 28 7.8 45 Khediya 381 30 7.9 46 Kherat 381 52 13.647 Mahuan 448 159 35.548 Makhdum 332 117 35.249 Mirzapur Brahmnan 344 121 35.250 Mustafabad 329 45 13.751 Nagla Abua 485 54 11.1

52 Ol 1451 585 40.353 Pilua Sadiqpur 529 63 11.954 Sanaura 309 68 22.055 Sersa 750 116 15.556 Kosi Khurd 1196 268 22.457 Pura 494 24 4.9

Total / Rate 33592 7486 22.3

Table 6: Panchayat wise BPL Population S.No. Panchayat HH BPL BPL %

1 Aduki 417 8 1.92 Aurangabad 1651 47 2.83 Baburi Sharqi 353 74 21.04 Bad 538 41 7.65 Bhainsa 497 5 1.06 Dhangaon 559 25 4.57 Karnawal Bangar 336 116 34.58 Koila Alipur Bangar 563 38 6.79 Ladpur 609 127 20.9

10 Mai Mirzapur Bangar 839 132 15.711 Mudesi 383 21 5.512 Nagla Mana 373 18 4.813 Rampur 464 159 34.314 Salempur Mathura 245 40 16.315 Samaspur 254 3 1.216 Tarsi 483 3 0.617 Tartura 574 35 6.118 Umari 660 190 28.819 Uspar 1014 164 16.220 Habibpur Bangar 1294 105 8.121 Hasanpur 1568 282 18.022 Hataura 310 33 10.623 Hatkoli 881 187 21.224 Lahrauli Bangar 549 74 13.525 Noorpur 1562 222 14.226 Shahaupur Bangar 240 85 35.427 Anwla Sultanpur Bangar 329 108 32.828 Balrai Bangar 347 65 18.729 Barari 378 41 10.830 Beri 997 242 24.331 Bhahai 808 116 14.432 Bhuarsu 460 121 26.3

S.No. Panchayat HH BPL BPL % 33 Bisu 383 57 14.934 Chandrabhan 351 29 8.335 Chharhgaon 420 259 61.736 Daulatpur Farah 549 62 11.337 Dhana Jiwna 468 96 20.538 Dhana Shamsabad 410 45 11.039 Dhana Teja 552 95 17.240 Dharmpura 460 19 4.141 Fateha 492 90 18.342 Garhaya Latifpur Bangar 639 60 9.443 Jamalpur 543 12 2.244 Jhandipur Bangar 361 76 21.145 Khediya 381 59 15.546 Kherat 381 41 10.847 Mahuan 448 129 28.848 Makhdum 332 44 13.349 Mirzapur Brahmnan 344 26 7.650 Mustafabad 329 17 5.251 Nagla Abua 485 115 23.752 Ol 1451 273 18.853 Pilua Sadiqpur 529 71 13.454 Sanaura 309 143 46.355 Sersa 750 127 16.956 Kosi Khurd 1196 248 20.757 Pura 494 64 13.0

Total / Rate 33592 5184 15.4

Annexure 21 Air Quality Modeling Input & Output File

CO STARTING TITLEONE IOCL MODELOPT RURAL CONC AVERTIME 24 PERIOD POLLUTID SO2 RUNORNOT RUN EVENTFIL EVENTEXP.INP ERRORFIL ERRORS.OUT ** HALFLIFE 240 CO FINISHED SO STARTING LOCATION STACK1 POINT -401 -457 180.0 LOCATION STACK2 POINT -106 -801 180.0 LOCATION STACK3 POINT -65 -912 180.0 LOCATION STACK4 POINT 458 -315 180.0

** Point Source QS HS TS VS DS ** Parameters: ---- ---- ---- ---- --- SRCPARAM STACK1 0.018 60 639.0 7.1 0.7 SRCPARAM STACK2 0.25 67 483.0 10.3 2.2 SRCPARAM STACK3 0.05 45 478.0 3.5 1.5 SRCPARAM STACK4 0.02 44 463.0 3.6 1.5

SRCGROUP ALL SO FINISHED

RE STARTING RE GRIDPOLR POL1 STA POL1 ORIG 0.0 0.0 POL1 DIST 50. 100. 150. 200. 250. 300. 350. 400. 450 POL1 DIST 500. 1000. 2000. 2500. 3000. 3500. 4000. 5000. POL1 DIST 6000. 7000. 8000. 9000. 10000. 11000. 12000. 15000. POL1 GDIR 36. 10. 10. POL1 END

RE FINISHED

ME STARTING INPUTFIL F:\Model\IOCL.met ANEMHGHT 20 FEET STARTEND 16 11 25 17 02 23 SURFDATA 24232 2013 surfdata UAIRDATA 24232 2013 uairdata WDROTATE 180 ME FINISHED

OU STARTING RECTABLE allave FIRST-SECOND MAXTABLE allave 50 PLOTFILE 24 ALL 1st F:\Model\SO2.dat OU FINISHED

*** ISCST3 - VERSION 00101 *** *** IOCL *** 06/12/17 *** *** 15:22:21 **MODELOPTs: PAGE 7 CONC RURAL FLAT

*** THE PERIOD ( 2184 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): STACK1 , STACK2 , STACK3 , STACK4 ,

*** NETWORK ID: POL1 ; NETWORK TYPE: GRIDPOLR ***

** CONC OF SO2 IN MICROGRAMS/M**3 **

DIRECTION | DISTANCE (METERS) (DEGREES) | 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

10.00 | 0.02132 0.02076 0.01965 0.01814 0.01661 0.01529 0.01421 0.01334 0.01262 20.00 | 0.02143 0.02092 0.01971 0.01809 0.01655 0.01530 0.01432 0.01351 0.01280 30.00 | 0.02155 0.02111 0.01986 0.01822 0.01675 0.01562 0.01472 0.01394 0.01322 40.00 | 0.02166 0.02132 0.02011 0.01852 0.01716 0.01616 0.01534 0.01458 0.01391 50.00 | 0.02177 0.02156 0.02046 0.01894 0.01770 0.01680 0.01604 0.01535 0.01478 60.00 | 0.02187 0.02180 0.02085 0.01943 0.01824 0.01739 0.01666 0.01605 0.01557 70.00 | 0.02195 0.02202 0.02128 0.01994 0.01872 0.01781 0.01704 0.01643 0.01596 80.00 | 0.02200 0.02219 0.02167 0.02043 0.01906 0.01795 0.01701 0.01625 0.01567 90.00 | 0.02204 0.02228 0.02195 0.02084 0.01935 0.01791 0.01663 0.01554 0.01473 100.00 | 0.02205 0.02229 0.02204 0.02115 0.01960 0.01772 0.01603 0.01467 0.01369 110.00 | 0.02205 0.02223 0.02194 0.02115 0.01965 0.01764 0.01571 0.01434 0.01353 120.00 | 0.02204 0.02214 0.02174 0.02090 0.01939 0.01748 0.01570 0.01451 0.01396 130.00 | 0.02202 0.02207 0.02161 0.02074 0.01929 0.01754 0.01593 0.01480 0.01421 140.00 | 0.02199 0.02203 0.02159 0.02078 0.01951 0.01797 0.01650 0.01530 0.01443 150.00 | 0.02197 0.02202 0.02163 0.02082 0.01972 0.01859 0.01763 0.01661 0.01551 160.00 | 0.02194 0.02200 0.02162 0.02076 0.01986 0.01932 0.01892 0.01842 0.01778 170.00 | 0.02191 0.02196 0.02152 0.02063 0.01992 0.01970 0.01971 0.01969 0.01940 180.00 | 0.02187 0.02190 0.02135 0.02040 0.01974 0.01954 0.01969 0.01975 0.01954 190.00 | 0.02181 0.02181 0.02115 0.02008 0.01920 0.01872 0.01855 0.01834 0.01791 200.00 | 0.02175 0.02170 0.02097 0.01974 0.01855 0.01755 0.01668 0.01588 0.01514 210.00 | 0.02168 0.02158 0.02083 0.01948 0.01804 0.01661 0.01530 0.01447 0.01413 220.00 | 0.02160 0.02147 0.02075 0.01941 0.01788 0.01632 0.01508 0.01445 0.01448 230.00 | 0.02151 0.02136 0.02074 0.01956 0.01816 0.01675 0.01570 0.01525 0.01537 240.00 | 0.02142 0.02124 0.02076 0.01987 0.01876 0.01768 0.01680 0.01634 0.01640 250.00 | 0.02132 0.02110 0.02076 0.02017 0.01939 0.01865 0.01809 0.01780 0.01786 260.00 | 0.02123 0.02095 0.02067 0.02029 0.01980 0.01931 0.01903 0.01898 0.01906 270.00 | 0.02115 0.02078 0.02047 0.02014 0.01977 0.01946 0.01934 0.01930 0.01925 280.00 | 0.02107 0.02061 0.02020 0.01979 0.01934 0.01897 0.01876 0.01862 0.01842 290.00 | 0.02101 0.02045 0.01992 0.01935 0.01873 0.01816 0.01770 0.01732 0.01694 300.00 | 0.02097 0.02032 0.01968 0.01897 0.01819 0.01742 0.01673 0.01612 0.01557 310.00 | 0.02095 0.02025 0.01953 0.01875 0.01789 0.01702 0.01620 0.01546 0.01480 320.00 | 0.02096 0.02024 0.01949 0.01868 0.01782 0.01693 0.01609 0.01531 0.01460 330.00 | 0.02099 0.02028 0.01952 0.01870 0.01783 0.01693 0.01603 0.01518 0.01438 340.00 | 0.02105 0.02037 0.01958 0.01869 0.01770 0.01666 0.01562 0.01462 0.01371 350.00 | 0.02112 0.02048 0.01962 0.01855 0.01734 0.01612 0.01497 0.01394 0.01304 360.00 | 0.02121 0.02061 0.01964 0.01833 0.01691 0.01559 0.01444 0.01348 0.01268






10.00 | 0.01199 0.00806 0.00504 0.00423 0.00364 0.00320 0.00285 0.00233 0.00197 20.00 | 0.01215 0.00844 0.00539 0.00453 0.00390 0.00342 0.00305 0.00252 0.00215 30.00 | 0.01257 0.00909 0.00570 0.00475 0.00406 0.00354 0.00313 0.00255 0.00216 40.00 | 0.01335 0.00944 0.00539 0.00435 0.00363 0.00313 0.00274 0.00221 0.00185 50.00 | 0.01429 0.00933 0.00499 0.00412 0.00353 0.00310 0.00276 0.00226 0.00192 60.00 | 0.01510 0.00915 0.00515 0.00424 0.00357 0.00307 0.00268 0.00214 0.00179 70.00 | 0.01548 0.00937 0.00519 0.00422 0.00359 0.00314 0.00282 0.00236 0.00205 80.00 | 0.01517 0.01029 0.00562 0.00482 0.00426 0.00382 0.00344 0.00286 0.00245 90.00 | 0.01418 0.01145 0.00680 0.00591 0.00523 0.00469 0.00426 0.00361 0.00313 100.00 | 0.01306 0.01398 0.00849 0.00741 0.00652 0.00576 0.00514 0.00417 0.00347 110.00 | 0.01309 0.01775 0.01182 0.01002 0.00855 0.00743 0.00662 0.00556 0.00491 120.00 | 0.01372 0.02632 0.01639 0.01443 0.01410 0.01444 0.01491 0.01483 0.01333 130.00 | 0.01397 0.03658 0.03194 0.03382 0.02914 0.02197 0.01686 0.01156 0.00908 140.00 | 0.01392 0.03610 0.04092 0.02900 0.02612 0.02567 0.02542 0.02419 0.02195 150.00 | 0.01462 0.03292 0.05395 0.05811 0.04481 0.03140 0.02274 0.01406 0.01015 160.00 | 0.01697 0.02734 0.04736 0.02809 0.02106 0.01753 0.01531 0.01241 0.01045 170.00 | 0.01890 0.02029 0.03139 0.01957 0.01277 0.00891 0.00661 0.00418 0.00298 180.00 | 0.01873 0.01286 0.00850 0.00531 0.00393 0.00313 0.00261 0.00196 0.00158 190.00 | 0.01693 0.01013 0.00452 0.00307 0.00230 0.00182 0.00150 0.00110 0.00086 200.00 | 0.01441 0.00781 0.00659 0.00476 0.00367 0.00294 0.00242 0.00178 0.00141 210.00 | 0.01423 0.01274 0.00688 0.00543 0.00428 0.00343 0.00283 0.00207 0.00162 220.00 | 0.01489 0.01626 0.00687 0.00490 0.00374 0.00303 0.00256 0.00196 0.00160 230.00 | 0.01603 0.01951 0.00769 0.00512 0.00380 0.00303 0.00252 0.00187 0.00148 240.00 | 0.01711 0.02101 0.00918 0.00632 0.00472 0.00370 0.00302 0.00219 0.00173 250.00 | 0.01844 0.02095 0.00861 0.00698 0.00548 0.00437 0.00361 0.00268 0.00213 260.00 | 0.01938 0.02254 0.00834 0.00581 0.00472 0.00408 0.00360 0.00290 0.00241 270.00 | 0.01920 0.02392 0.01054 0.00759 0.00531 0.00398 0.00318 0.00232 0.00189 280.00 | 0.01815 0.02189 0.01051 0.00852 0.00728 0.00625 0.00532 0.00382 0.00285 290.00 | 0.01654 0.01620 0.01280 0.00914 0.00714 0.00598 0.00523 0.00426 0.00364 300.00 | 0.01506 0.01230 0.01240 0.01110 0.00923 0.00756 0.00628 0.00463 0.00366 310.00 | 0.01420 0.01091 0.00807 0.00752 0.00708 0.00669 0.00631 0.00559 0.00492 320.00 | 0.01396 0.01016 0.00668 0.00556 0.00479 0.00425 0.00383 0.00325 0.00284 330.00 | 0.01364 0.00885 0.00557 0.00471 0.00404 0.00352 0.00311 0.00250 0.00208 340.00 | 0.01288 0.00818 0.00486 0.00405 0.00348 0.00305 0.00271 0.00221 0.00187 350.00 | 0.01226 0.00812 0.00495 0.00413 0.00354 0.00310 0.00276 0.00226 0.00192

360.00 | 0.01200 0.00806 0.00498 0.00422 0.00367 0.00325 0.00291 0.00242 0.00207





DIRECTION | DISTANCE (METERS) (DEGREES) | 7000.00 8000.00 9000.00 10000.00 11000.00 12000.00 15000.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

10.00 | 0.00171 0.00150 0.00134 0.00121 0.00110 0.00101 0.00081 20.00 | 0.00189 0.00168 0.00151 0.00138 0.00127 0.00117 0.00096 30.00 | 0.00187 0.00165 0.00147 0.00133 0.00121 0.00112 0.00090 40.00 | 0.00160 0.00140 0.00125 0.00113 0.00103 0.00094 0.00076 50.00 | 0.00166 0.00147 0.00131 0.00119 0.00109 0.00100 0.00081 60.00 | 0.00153 0.00134 0.00120 0.00108 0.00098 0.00090 0.00072 70.00 | 0.00182 0.00163 0.00148 0.00135 0.00125 0.00115 0.00094 80.00 | 0.00213 0.00189 0.00169 0.00153 0.00140 0.00128 0.00103 90.00 | 0.00276 0.00247 0.00223 0.00203 0.00187 0.00173 0.00141 100.00 | 0.00296 0.00257 0.00227 0.00203 0.00183 0.00167 0.00132 110.00 | 0.00448 0.00416 0.00391 0.00370 0.00351 0.00334 0.00293 120.00 | 0.01137 0.00957 0.00808 0.00690 0.00598 0.00525 0.00379 130.00 | 0.00767 0.00675 0.00608 0.00555 0.00511 0.00475 0.00392 140.00 | 0.01934 0.01686 0.01469 0.01287 0.01136 0.01011 0.00748 150.00 | 0.00800 0.00664 0.00569 0.00499 0.00445 0.00401 0.00311 160.00 | 0.00898 0.00784 0.00692 0.00618 0.00557 0.00507 0.00396 170.00 | 0.00229 0.00184 0.00153 0.00130 0.00113 0.00099 0.00072 180.00 | 0.00133 0.00115 0.00102 0.00091 0.00083 0.00076 0.00061 190.00 | 0.00070 0.00060 0.00051 0.00045 0.00040 0.00036 0.00027 200.00 | 0.00117 0.00100 0.00087 0.00077 0.00069 0.00063 0.00049 210.00 | 0.00134 0.00114 0.00100 0.00088 0.00079 0.00072 0.00056 220.00 | 0.00136 0.00118 0.00105 0.00094 0.00085 0.00078 0.00062 230.00 | 0.00123 0.00105 0.00091 0.00081 0.00073 0.00066 0.00052 240.00 | 0.00144 0.00124 0.00109 0.00097 0.00087 0.00080 0.00063 250.00 | 0.00177 0.00152 0.00132 0.00117 0.00106 0.00096 0.00075 260.00 | 0.00205 0.00178 0.00157 0.00140 0.00126 0.00115 0.00090 270.00 | 0.00163 0.00146 0.00132 0.00121 0.00112 0.00104 0.00087 280.00 | 0.00223 0.00183 0.00154 0.00132 0.00116 0.00103 0.00077 290.00 | 0.00319 0.00286 0.00259 0.00237 0.00218 0.00202 0.00165 300.00 | 0.00302 0.00258 0.00225 0.00199 0.00179 0.00163 0.00128 310.00 | 0.00435 0.00385 0.00344 0.00310 0.00281 0.00256 0.00202 320.00 | 0.00253 0.00229 0.00210 0.00193 0.00179 0.00167 0.00140 330.00 | 0.00179 0.00156 0.00139 0.00125 0.00113 0.00104 0.00083 340.00 | 0.00162 0.00142 0.00127 0.00114 0.00104 0.00096 0.00077

350.00 | 0.00166 0.00147 0.00131 0.00119 0.00109 0.00100 0.00081 360.00 | 0.00181 0.00161 0.00145 0.00132 0.00121 0.00112 0.00091

CO STARTING TITLEONE IOCL MODELOPT RURAL CONC AVERTIME 24 PERIOD POLLUTID NOX RUNORNOT RUN EVENTFIL EVENTEXP.INP ERRORFIL ERRORS.OUT ** HALFLIFE 240 CO FINISHED

SO STARTING

LOCATION STACK1 POINT -401 -457 180.0 LOCATION STACK2 POINT -106 -801 180.0 LOCATION STACK3 POINT -65 -912 180.0 LOCATION STACK4 POINT 458 -315 180.0




RE FINISHED


OU STARTING

RECTABLE allave FIRST-SECOND MAXTABLE allave 50 PLOTFILE 24 ALL 1st F:\Model\NOX.dat OU FINISHED




** CONC OF NOX IN MICROGRAMS/M**3 **


10.00 | 0.13967 0.13478 0.12677 0.11645 0.10618 0.09738 0.09028 0.08459 0.07989 20.00 | 0.14023 0.13548 0.12663 0.11539 0.10491 0.09646 0.08988 0.08451 0.07981 30.00 | 0.14085 0.13641 0.12713 0.11558 0.10539 0.09759 0.09146 0.08611 0.08123 40.00 | 0.14152 0.13760 0.12837 0.11696 0.10738 0.10030 0.09454 0.08931 0.08472 50.00 | 0.14221 0.13900 0.13029 0.11926 0.11027 0.10381 0.09840 0.09362 0.08976 60.00 | 0.14287 0.14051 0.13269 0.12208 0.11336 0.10715 0.10196 0.09774 0.09454 70.00 | 0.14349 0.14200 0.13540 0.12523 0.11617 0.10953 0.10406 0.09989 0.09679 80.00 | 0.14404 0.14331 0.13812 0.12847 0.11835 0.11038 0.10379 0.09858 0.09472 90.00 | 0.14451 0.14429 0.14036 0.13155 0.12069 0.11047 0.10161 0.09422 0.08870 100.00 | 0.14491 0.14489 0.14166 0.13439 0.12327 0.11024 0.09870 0.08939 0.08259 110.00 | 0.14527 0.14523 0.14203 0.13579 0.12525 0.11161 0.09856 0.08912 0.08325 120.00 | 0.14560 0.14556 0.14214 0.13612 0.12609 0.11360 0.10186 0.09373 0.08954 130.00 | 0.14593 0.14612 0.14298 0.13755 0.12879 0.11824 0.10844 0.10141 0.09743 140.00 | 0.14625 0.14698 0.14483 0.14072 0.13426 0.12638 0.11886 0.11262 0.10777 150.00 | 0.14656 0.14800 0.14704 0.14403 0.13994 0.13624 0.13372 0.13021 0.12517 160.00 | 0.14681 0.14894 0.14879 0.14642 0.14485 0.14633 0.14898 0.15017 0.14875 170.00 | 0.14697 0.14957 0.14961 0.14769 0.14799 0.15240 0.15834 0.16290 0.16411 180.00 | 0.14699 0.14978 0.14943 0.14727 0.14786 0.15218 0.15836 0.16301 0.16421 190.00 | 0.14687 0.14956 0.14852 0.14515 0.14339 0.14449 0.14702 0.14828 0.14668 200.00 | 0.14658 0.14896 0.14714 0.14190 0.13674 0.13241 0.12784 0.12311 0.11803 210.00 | 0.14615 0.14810 0.14561 0.13869 0.13041 0.12126 0.11257 0.10735 0.10624 220.00 | 0.14557 0.14708 0.14433 0.13663 0.12669 0.11540 0.10641 0.10290 0.10495 230.00 | 0.14489 0.14596 0.14349 0.13635 0.12683 0.11604 0.10741 0.10366 0.10471 240.00 | 0.14412 0.14477 0.14299 0.13765 0.13000 0.12154 0.11348 0.10826 0.10691 250.00 | 0.14329 0.14346 0.14239 0.13920 0.13378 0.12799 0.12273 0.11897 0.11746 260.00 | 0.14244 0.14200 0.14126 0.13953 0.13636 0.13263 0.13009 0.12910 0.12867 270.00 | 0.14159 0.14040 0.13944 0.13797 0.13573 0.13367 0.13280 0.13246 0.13151 280.00 | 0.14079 0.13873 0.13703 0.13493 0.13219 0.12986 0.12858 0.12758 0.12580 290.00 | 0.14007 0.13712 0.13441 0.13117 0.12724 0.12349 0.12051 0.11784 0.11487 300.00 | 0.13947 0.13573 0.13205 0.12775 0.12263 0.11745 0.11280 0.10861 0.10460

310.00 | 0.13901 0.13467 0.13029 0.12532 0.11959 0.11364 0.10807 0.10304 0.09842 320.00 | 0.13872 0.13400 0.12921 0.12400 0.11820 0.11215 0.10634 0.10101 0.09618 330.00 | 0.13861 0.13370 0.12865 0.12328 0.11745 0.11132 0.10519 0.09935 0.09393 340.00 | 0.13866 0.13369 0.12830 0.12235 0.11580 0.10885 0.10185 0.09514 0.08896 350.00 | 0.13887 0.13390 0.12787 0.12065 0.11266 0.10459 0.09700 0.09018 0.08419 360.00 | 0.13921 0.13427 0.12729 0.11843 0.10901 0.10029 0.09278 0.08649 0.08123






10.00 | 0.07582 0.05059 0.03153 0.02647 0.02279 0.01999 0.01780 0.01460 0.01236 20.00 | 0.07553 0.05159 0.03269 0.02740 0.02355 0.02066 0.01842 0.01519 0.01297 30.00 | 0.07691 0.05416 0.03348 0.02786 0.02379 0.02073 0.01835 0.01494 0.01261 40.00 | 0.08095 0.05600 0.03171 0.02557 0.02137 0.01837 0.01613 0.01299 0.01089 50.00 | 0.08655 0.05559 0.02939 0.02423 0.02076 0.01821 0.01622 0.01331 0.01128 60.00 | 0.09148 0.05434 0.02993 0.02457 0.02060 0.01764 0.01538 0.01222 0.01014 70.00 | 0.09372 0.05528 0.02985 0.02407 0.02034 0.01776 0.01588 0.01327 0.01149 80.00 | 0.09152 0.06094 0.03196 0.02724 0.02405 0.02152 0.01937 0.01605 0.01368 90.00 | 0.08507 0.06792 0.03884 0.03357 0.02956 0.02645 0.02396 0.02023 0.01752 100.00 | 0.07821 0.08326 0.04835 0.04182 0.03666 0.03236 0.02882 0.02342 0.01952 110.00 | 0.07979 0.10610 0.06838 0.05813 0.04977 0.04342 0.03880 0.03273 0.02901 120.00 | 0.08728 0.15954 0.09894 0.08729 0.08498 0.08621 0.08805 0.08627 0.07688 130.00 | 0.09535 0.22536 0.19668 0.20338 0.17485 0.13094 0.09996 0.06850 0.05389 140.00 | 0.10464 0.23240 0.25488 0.17480 0.15583 0.15235 0.15024 0.14193 0.12804 150.00 | 0.12034 0.23553 0.33956 0.36021 0.27349 0.18937 0.13662 0.08482 0.06163 160.00 | 0.14468 0.22262 0.30690 0.17503 0.13068 0.10890 0.09519 0.07715 0.06480 170.00 | 0.16238 0.19172 0.21405 0.13050 0.08445 0.05874 0.04354 0.02749 0.01958 180.00 | 0.16014 0.12885 0.05822 0.03403 0.02418 0.01886 0.01553 0.01158 0.00929 190.00 | 0.14026 0.10113 0.02909 0.01896 0.01398 0.01097 0.00898 0.00655 0.00513 200.00 | 0.11261 0.06885 0.04129 0.02834 0.02124 0.01679 0.01380 0.01013 0.00800 210.00 | 0.10836 0.10268 0.04151 0.03213 0.02530 0.02039 0.01688 0.01243 0.00981 220.00 | 0.10980 0.12253 0.04406 0.03023 0.02235 0.01782 0.01495 0.01146 0.00937 230.00 | 0.10986 0.13842 0.04805 0.03198 0.02365 0.01884 0.01560 0.01145 0.00896 240.00 | 0.11016 0.14709 0.05467 0.03817 0.02900 0.02306 0.01896 0.01390 0.01104 250.00 | 0.11949 0.14344 0.05201 0.04088 0.03216 0.02593 0.02166 0.01636 0.01319 260.00 | 0.12963 0.15354 0.05383 0.03626 0.02844 0.02405 0.02099 0.01674 0.01390 270.00 | 0.13031 0.15766 0.06693 0.04820 0.03389 0.02541 0.02021 0.01448 0.01159 280.00 | 0.12315 0.14103 0.06657 0.05404 0.04595 0.03941 0.03358 0.02431 0.01831

290.00 | 0.11142 0.10167 0.07807 0.05607 0.04421 0.03725 0.03266 0.02670 0.02284 300.00 | 0.10063 0.07754 0.07433 0.06624 0.05497 0.04508 0.03757 0.02788 0.02214 310.00 | 0.09410 0.06877 0.04873 0.04480 0.04191 0.03941 0.03708 0.03268 0.02872 320.00 | 0.09172 0.06398 0.04120 0.03412 0.02927 0.02582 0.02324 0.01957 0.01704 330.00 | 0.08892 0.05625 0.03421 0.02878 0.02467 0.02148 0.01896 0.01528 0.01277 340.00 | 0.08342 0.05214 0.03042 0.02523 0.02157 0.01883 0.01672 0.01364 0.01152 350.00 | 0.07900 0.05160 0.03121 0.02596 0.02223 0.01943 0.01727 0.01412 0.01194 360.00 | 0.07678 0.05106 0.03139 0.02658 0.02309 0.02043 0.01833 0.01522 0.01303






10.00 | 0.01071 0.00943 0.00843 0.00761 0.00693 0.00636 0.00510 20.00 | 0.01134 0.01009 0.00910 0.00828 0.00761 0.00704 0.00576 30.00 | 0.01091 0.00961 0.00859 0.00776 0.00708 0.00650 0.00522 40.00 | 0.00939 0.00825 0.00736 0.00664 0.00605 0.00556 0.00447 50.00 | 0.00979 0.00864 0.00773 0.00700 0.00639 0.00588 0.00474 60.00 | 0.00867 0.00758 0.00673 0.00605 0.00549 0.00503 0.00401 70.00 | 0.01016 0.00911 0.00826 0.00755 0.00694 0.00643 0.00525 80.00 | 0.01191 0.01053 0.00943 0.00852 0.00777 0.00713 0.00571 90.00 | 0.01543 0.01378 0.01244 0.01134 0.01043 0.00965 0.00791 100.00 | 0.01664 0.01447 0.01278 0.01144 0.01035 0.00944 0.00746 110.00 | 0.02648 0.02458 0.02305 0.02177 0.02064 0.01964 0.01716 120.00 | 0.06528 0.05476 0.04620 0.03946 0.03418 0.03001 0.02170 130.00 | 0.04561 0.04016 0.03616 0.03302 0.03044 0.02826 0.02333 140.00 | 0.11235 0.09763 0.08494 0.07435 0.06564 0.05846 0.04335 150.00 | 0.04880 0.04062 0.03491 0.03067 0.02738 0.02475 0.01925 160.00 | 0.05558 0.04842 0.04274 0.03815 0.03439 0.03127 0.02449 170.00 | 0.01500 0.01205 0.01000 0.00849 0.00735 0.00645 0.00465 180.00 | 0.00779 0.00672 0.00592 0.00530 0.00481 0.00441 0.00354 190.00 | 0.00420 0.00354 0.00305 0.00268 0.00238 0.00214 0.00163 200.00 | 0.00663 0.00566 0.00495 0.00439 0.00395 0.00359 0.00281 210.00 | 0.00812 0.00694 0.00607 0.00539 0.00485 0.00440 0.00345 220.00 | 0.00796 0.00694 0.00616 0.00554 0.00504 0.00462 0.00370 230.00 | 0.00734 0.00621 0.00538 0.00475 0.00425 0.00385 0.00300 240.00 | 0.00920 0.00792 0.00695 0.00621 0.00560 0.00511 0.00403 250.00 | 0.01106 0.00952 0.00836 0.00744 0.00671 0.00610 0.00481 260.00 | 0.01186 0.01032 0.00912 0.00815 0.00736 0.00671 0.00529 270.00 | 0.00986 0.00869 0.00781 0.00712 0.00655 0.00608 0.00501

280.00 | 0.01448 0.01190 0.01006 0.00869 0.00762 0.00678 0.00504 290.00 | 0.02008 0.01797 0.01627 0.01488 0.01369 0.01268 0.01036 300.00 | 0.01838 0.01573 0.01375 0.01222 0.01100 0.01001 0.00789 310.00 | 0.02530 0.02241 0.02001 0.01801 0.01634 0.01492 0.01179 320.00 | 0.01515 0.01367 0.01247 0.01147 0.01063 0.00991 0.00824 330.00 | 0.01095 0.00958 0.00851 0.00766 0.00697 0.00639 0.00512 340.00 | 0.00996 0.00876 0.00782 0.00707 0.00644 0.00592 0.00478 350.00 | 0.01034 0.00912 0.00816 0.00737 0.00673 0.00618 0.00498 360.00 | 0.01139 0.01013 0.00912 0.00830 0.00761 0.00703 0.00574

CO STARTING TITLEONE IOCL MODELOPT RURAL CONC AVERTIME 24 PERIOD POLLUTID PM RUNORNOT RUN EVENTFIL EVENTEXP.INP ERRORFIL ERRORS.OUT ** HALFLIFE 240 CO FINISHED

SO STARTING

LOCATION STACK1 POINT -401 -457 180.0 LOCATION STACK2 POINT -106 -801 180.0 LOCATION STACK3 POINT -65 -912 180.0 LOCATION STACK4 POINT 458 -315 180.0




RE FINISHED


OU STARTING

RECTABLE allave FIRST-SECOND MAXTABLE allave 50 PLOTFILE 24 ALL 1st F:\Model\PM.dat OU FINISHED




** CONC OF PM IN MICROGRAMS/M**3 **


10.00 | 0.01141 0.01115 0.01060 0.00983 0.00905 0.00837 0.00780 0.00735 0.00696 20.00 | 0.01148 0.01126 0.01066 0.00985 0.00907 0.00843 0.00792 0.00750 0.00713 30.00 | 0.01155 0.01137 0.01077 0.00996 0.00922 0.00865 0.00819 0.00779 0.00741 40.00 | 0.01162 0.01150 0.01093 0.01015 0.00948 0.00897 0.00856 0.00817 0.00782 50.00 | 0.01168 0.01164 0.01113 0.01040 0.00979 0.00935 0.00897 0.00861 0.00831 60.00 | 0.01173 0.01177 0.01135 0.01068 0.01011 0.00970 0.00933 0.00901 0.00875 70.00 | 0.01178 0.01189 0.01159 0.01097 0.01040 0.00996 0.00957 0.00924 0.00898 80.00 | 0.01180 0.01198 0.01180 0.01124 0.01060 0.01007 0.00959 0.00918 0.00885 90.00 | 0.01182 0.01203 0.01195 0.01146 0.01077 0.01006 0.00941 0.00884 0.00840 100.00 | 0.01182 0.01202 0.01198 0.01161 0.01089 0.00996 0.00911 0.00840 0.00788 110.00 | 0.01181 0.01197 0.01191 0.01158 0.01087 0.00988 0.00890 0.00819 0.00777 120.00 | 0.01179 0.01190 0.01176 0.01139 0.01066 0.00970 0.00879 0.00816 0.00787 130.00 | 0.01176 0.01183 0.01164 0.01122 0.01049 0.00958 0.00872 0.00811 0.00778 140.00 | 0.01174 0.01177 0.01156 0.01113 0.01045 0.00960 0.00876 0.00807 0.00755 150.00 | 0.01171 0.01172 0.01150 0.01103 0.01038 0.00968 0.00905 0.00839 0.00771 160.00 | 0.01168 0.01167 0.01142 0.01089 0.01029 0.00983 0.00942 0.00899 0.00854 170.00 | 0.01164 0.01162 0.01131 0.01074 0.01021 0.00987 0.00965 0.00945 0.00915 180.00 | 0.01161 0.01155 0.01118 0.01058 0.01008 0.00978 0.00967 0.00951 0.00925 190.00 | 0.01157 0.01148 0.01106 0.01042 0.00986 0.00949 0.00930 0.00910 0.00881 200.00 | 0.01152 0.01141 0.01096 0.01027 0.00962 0.00909 0.00867 0.00830 0.00796 210.00 | 0.01148 0.01135 0.01089 0.01018 0.00946 0.00880 0.00822 0.00787 0.00773 220.00 | 0.01143 0.01129 0.01086 0.01018 0.00945 0.00878 0.00828 0.00803 0.00806 230.00 | 0.01139 0.01123 0.01086 0.01026 0.00961 0.00903 0.00868 0.00859 0.00874 240.00 | 0.01134 0.01117 0.01087 0.01040 0.00988 0.00946 0.00921 0.00918 0.00938 250.00 | 0.01129 0.01110 0.01086 0.01052 0.01015 0.00986 0.00972 0.00974 0.00992 260.00 | 0.01125 0.01103 0.01080 0.01056 0.01030 0.01011 0.01004 0.01009 0.01021 270.00 | 0.01121 0.01095 0.01071 0.01048 0.01026 0.01012 0.01007 0.01009 0.01011 280.00 | 0.01118 0.01087 0.01058 0.01031 0.01005 0.00985 0.00974 0.00968 0.00963 290.00 | 0.01116 0.01080 0.01046 0.01011 0.00976 0.00945 0.00921 0.00903 0.00887 300.00 | 0.01115 0.01076 0.01036 0.00995 0.00953 0.00912 0.00876 0.00845 0.00819

310.00 | 0.01115 0.01074 0.01032 0.00988 0.00941 0.00896 0.00853 0.00815 0.00782 320.00 | 0.01117 0.01076 0.01033 0.00988 0.00942 0.00896 0.00852 0.00812 0.00775 330.00 | 0.01120 0.01081 0.01039 0.00994 0.00947 0.00899 0.00853 0.00809 0.00768 340.00 | 0.01124 0.01088 0.01045 0.00997 0.00944 0.00890 0.00836 0.00785 0.00738 350.00 | 0.01129 0.01096 0.01051 0.00995 0.00931 0.00867 0.00808 0.00754 0.00708 360.00 | 0.01135 0.01105 0.01055 0.00988 0.00915 0.00846 0.00786 0.00736 0.00694






10.00 | 0.00663 0.00450 0.00283 0.00238 0.00205 0.00180 0.00160 0.00131 0.00111 20.00 | 0.00679 0.00477 0.00306 0.00258 0.00222 0.00195 0.00174 0.00144 0.00123 30.00 | 0.00708 0.00520 0.00329 0.00274 0.00234 0.00204 0.00181 0.00148 0.00125 40.00 | 0.00753 0.00541 0.00310 0.00250 0.00209 0.00180 0.00158 0.00127 0.00107 50.00 | 0.00805 0.00532 0.00287 0.00238 0.00204 0.00179 0.00159 0.00131 0.00111 60.00 | 0.00849 0.00521 0.00299 0.00247 0.00208 0.00179 0.00157 0.00126 0.00105 70.00 | 0.00870 0.00535 0.00302 0.00246 0.00210 0.00184 0.00165 0.00138 0.00120 80.00 | 0.00856 0.00586 0.00327 0.00281 0.00249 0.00224 0.00202 0.00168 0.00144 90.00 | 0.00808 0.00648 0.00395 0.00344 0.00305 0.00275 0.00250 0.00212 0.00184 100.00 | 0.00754 0.00782 0.00493 0.00433 0.00382 0.00339 0.00302 0.00246 0.00204 110.00 | 0.00754 0.00986 0.00677 0.00574 0.00488 0.00424 0.00377 0.00315 0.00279 120.00 | 0.00776 0.01441 0.00910 0.00802 0.00789 0.00817 0.00853 0.00863 0.00781 130.00 | 0.00766 0.01984 0.01753 0.01928 0.01678 0.01266 0.00969 0.00662 0.00518 140.00 | 0.00727 0.01950 0.02344 0.01661 0.01498 0.01478 0.01469 0.01406 0.01281 150.00 | 0.00719 0.01728 0.03052 0.03340 0.02592 0.01819 0.01315 0.00809 0.00581 160.00 | 0.00803 0.01350 0.02708 0.01618 0.01212 0.01007 0.00878 0.00710 0.00598 170.00 | 0.00875 0.00775 0.01754 0.01088 0.00707 0.00492 0.00365 0.00231 0.00165 180.00 | 0.00865 0.00395 0.00454 0.00296 0.00223 0.00180 0.00150 0.00114 0.00092 190.00 | 0.00821 0.00313 0.00251 0.00173 0.00131 0.00104 0.00086 0.00063 0.00049 200.00 | 0.00762 0.00342 0.00382 0.00279 0.00216 0.00174 0.00143 0.00105 0.00083 210.00 | 0.00780 0.00671 0.00398 0.00316 0.00249 0.00199 0.00164 0.00119 0.00093 220.00 | 0.00828 0.00882 0.00387 0.00280 0.00215 0.00175 0.00148 0.00114 0.00093 230.00 | 0.00914 0.01078 0.00441 0.00293 0.00218 0.00174 0.00145 0.00108 0.00086 240.00 | 0.00989 0.01138 0.00531 0.00364 0.00270 0.00211 0.00171 0.00124 0.00097 250.00 | 0.01036 0.01132 0.00492 0.00404 0.00317 0.00252 0.00207 0.00153 0.00121 260.00 | 0.01046 0.01210 0.00469 0.00328 0.00270 0.00235 0.00209 0.00169 0.00140 270.00 | 0.01015 0.01308 0.00595 0.00431 0.00301 0.00225 0.00180 0.00132 0.00108 280.00 | 0.00955 0.01199 0.00586 0.00476 0.00409 0.00353 0.00301 0.00215 0.00160

290.00 | 0.00872 0.00897 0.00727 0.00517 0.00402 0.00336 0.00293 0.00239 0.00204 300.00 | 0.00797 0.00680 0.00707 0.00636 0.00531 0.00435 0.00361 0.00265 0.00209 310.00 | 0.00753 0.00603 0.00457 0.00429 0.00406 0.00385 0.00364 0.00323 0.00285 320.00 | 0.00742 0.00560 0.00373 0.00312 0.00270 0.00240 0.00217 0.00185 0.00162 330.00 | 0.00730 0.00485 0.00314 0.00266 0.00229 0.00200 0.00176 0.00142 0.00118 340.00 | 0.00696 0.00449 0.00271 0.00227 0.00196 0.00172 0.00153 0.00125 0.00106 350.00 | 0.00668 0.00449 0.00276 0.00231 0.00198 0.00174 0.00155 0.00127 0.00108 360.00 | 0.00658 0.00448 0.00279 0.00236 0.00206 0.00182 0.00163 0.00136 0.00116






10.00 | 0.00096 0.00085 0.00075 0.00068 0.00062 0.00057 0.00046 20.00 | 0.00108 0.00096 0.00087 0.00079 0.00073 0.00067 0.00055 30.00 | 0.00108 0.00095 0.00085 0.00077 0.00070 0.00065 0.00052 40.00 | 0.00092 0.00081 0.00072 0.00065 0.00059 0.00054 0.00044 50.00 | 0.00096 0.00085 0.00076 0.00069 0.00063 0.00058 0.00047 60.00 | 0.00090 0.00079 0.00070 0.00063 0.00058 0.00053 0.00043 70.00 | 0.00107 0.00096 0.00087 0.00080 0.00073 0.00068 0.00056 80.00 | 0.00126 0.00111 0.00100 0.00090 0.00082 0.00076 0.00061 90.00 | 0.00162 0.00145 0.00131 0.00120 0.00110 0.00102 0.00083 100.00 | 0.00174 0.00151 0.00133 0.00119 0.00108 0.00098 0.00077 110.00 | 0.00254 0.00237 0.00223 0.00211 0.00201 0.00192 0.00169 120.00 | 0.00669 0.00563 0.00476 0.00407 0.00352 0.00309 0.00223 130.00 | 0.00438 0.00385 0.00347 0.00317 0.00292 0.00272 0.00225 140.00 | 0.01131 0.00987 0.00860 0.00754 0.00665 0.00592 0.00437 150.00 | 0.00457 0.00378 0.00324 0.00284 0.00253 0.00228 0.00176 160.00 | 0.00513 0.00448 0.00395 0.00353 0.00318 0.00289 0.00225 170.00 | 0.00127 0.00102 0.00085 0.00072 0.00063 0.00055 0.00040 180.00 | 0.00077 0.00067 0.00059 0.00053 0.00048 0.00044 0.00035 190.00 | 0.00040 0.00034 0.00030 0.00026 0.00023 0.00021 0.00016 200.00 | 0.00069 0.00059 0.00051 0.00045 0.00041 0.00037 0.00029 210.00 | 0.00077 0.00065 0.00057 0.00050 0.00045 0.00041 0.00032 220.00 | 0.00079 0.00068 0.00060 0.00054 0.00049 0.00045 0.00036 230.00 | 0.00071 0.00061 0.00053 0.00047 0.00043 0.00039 0.00031 240.00 | 0.00081 0.00069 0.00061 0.00054 0.00049 0.00045 0.00035 250.00 | 0.00100 0.00086 0.00075 0.00066 0.00059 0.00054 0.00042 260.00 | 0.00119 0.00103 0.00091 0.00081 0.00073 0.00066 0.00052 270.00 | 0.00093 0.00084 0.00076 0.00070 0.00065 0.00060 0.00050

280.00 | 0.00125 0.00102 0.00086 0.00074 0.00064 0.00057 0.00042 290.00 | 0.00179 0.00160 0.00145 0.00133 0.00123 0.00114 0.00093 300.00 | 0.00172 0.00147 0.00128 0.00113 0.00102 0.00092 0.00073 310.00 | 0.00252 0.00224 0.00200 0.00180 0.00163 0.00149 0.00117 320.00 | 0.00145 0.00131 0.00120 0.00111 0.00103 0.00096 0.00080 330.00 | 0.00101 0.00088 0.00079 0.00071 0.00064 0.00059 0.00047 340.00 | 0.00091 0.00080 0.00072 0.00065 0.00059 0.00054 0.00044 350.00 | 0.00094 0.00083 0.00074 0.00067 0.00061 0.00056 0.00046 360.00 | 0.00102 0.00091 0.00082 0.00074 0.00068 0.00063 0.00051

Annexure 1 - Welcome to Environment...Annexure 3- ToR Compliance S.No ToR Conditions Response...

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Transcript of Annexure 1 - Welcome to Environment...Annexure 3- ToR Compliance S.No ToR Conditions Response...