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Document No. B008-EI-1742-1701

Supplementary

Report EIA STUDY FOR PROPOSED STYRENE AND

ETHYLENE RECOVERY UNIT (SRU & ERU)

PROJECTS AT IOCL PANIPAT

SUPPLEMENTARY REPORT IN ADDITION TO SUBMITTED EIA

FOR PROPOSED BS VI FUEL QUALITY PROJECT OF GURU

GOBIND SINGH REFINERY LIMITED

Supplementary Report in addition to Submitted EIA



Rev. No. 0 Page 1 of 1

SUPPLEMENTARY REPORT IN ADDITION TO

SUBMITTED EIA FOR PROPOSED BS VI FUEL QUALITY

PROJECT OF GURU GOBIND SINGH REFINERY LIMITED

With reference to earlier baseline data, which was collected during March to June 2014, present baseline data was collected during October to December 2017 to supplement the earlier data.

1.0 MICRO-METEOROLOGY

The study of micro-meteorological conditions in the study area during air quality study period is of utmost importance in order to understand the variations in ambient air quality status in study region. The prevailing micrometeorology at project site plays a crucial role in transport and dispersion of air pollutants released from the plant. The principal variables are horizontal transport and dispersion (average wind speed and directions), convective transport and vertical mixing (atmospheric stability) and also topography of the area as local influences. For determining the prevailing micro-meteorological conditions during the study period (October – December, 2017), an automatic continuous digital weather station with data logger was installed at project site. The location is chosen such that there is no obstruction to the flow of wind and sunlight. The hourly meteorological data of wind speed, wind direction, temperature and solar radiation were recorded at the project site. These frequencies were computed on hourly data basis and presented in wind rose diagram as well as 24 hourly basis and the corresponding results are used to and 00-24hrs corresponding to study period as shown in subsequent sections. The wind direction for the months of October – December, 2017 is shown in Figure 1.0. Predominant wind direction is NNW, NW & E. The average wind speed observed during the study period is 4.2 km/hr. The relative humidity ranges are observed 27.7-91.2%. The average annual rainfall is about Nil. The mean minimum and maximum temperature is 14.08 °C and 26.97°C respectively. The day time heat is oppressive and the temperature is as high as 38.3°C. The lowest temperature recorded is of the order of 3.01°C. The micro-meteorology observation of the site is provided in Table 1.0.







Figure 1.0 Wind Rose Diagram: Project Site (October – December, 2017)

Table 1.0 Meteorological Observation (October – December, 2017)

S.No Parameter Observation

1 Wind Direction NNW, NW & E

2 Wind Speed Range 0.11 to 15.62 Km/ Hr

3 Annual Average Rainfall Nil

4 Average Wind Speed 4.2 km/hr

5 Temperature Range Min. Temp : 3.01°C

Max. Temp : 38.3°C

6 Average Temperature 19.77°C

7 Humidity Range (24hr) 27.7-91.2%







2.0 SOIL Field Study, Sampling and Analysis The physico-chemical properties, nutrient content and infiltration characteristics of soils within the study area have been analyzed at five different locations during the study to establish the soil characteristics. Keeping in view the vegetative cover, soil types and maximum deposition of pollutants emitted through stacks, which would accord an overall idea of the soil characteristics within the study area.

2.1 Selection of Sampling Locations Sampling locations for the soil were identified primarily based on the distribution of vegetation and the agricultural practices in the area. The sampling locations are predominantly representative of agricultural field in different directions. These locations were selected in order to have background scenario w.r.t. the soil quality in the area.




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2.2 Methodology The soil sampling and analysis was conducted once in the study period, during October-December, 2017. The samples were collected homogenous representatives of each location. 8 locations were selected to monitor the soil quality in the study area. The soil characteristics are summarized in Table 2.1.

Table 2.1: Soil Quality within Study Area (October - December, 2017)

S. No. Parameters Unit Test Results

S1 S2 S3 S4 S5 S6 S7 S8

1 pH (at 25 ºC) (1:5) - 8.65 8.42 8.1 8.32 8.5 8.82 8.16 8.28

2 Electrical Conductivity µs/cm 79.15 178.8 74.38 89.27 63.28 79.16 120 173

3 CEC meq/100g 147 172 167.41 179.18 175.27 185.48 729.18 762.19

4 SAR - 1927 372 1628.87 1938.38 1528.16 1826.67 1829.27 1921.12

5 Bulk Density kg/litre 1.27 1.38 1.41 1.36 1.83 1.92 1.27 1.29

6 Specific gravity - 2.87 2.64 2.68 2.79 2.83 2.93 2.76 2.92

7 Permeability cm/sec 5.7 X 10-4 4.9 X 10-4 4.9 X 10-4 3.2 X 10-4 3.6 X 10-4 2.1 X 10-4 6.9 X 10-4 7.6 X 10-4

8 Moisture Content % 6.8 9.5 13.5 12.9 14.9 13.7 7.9 8.4

9

Water Holding

Capacity % 26 31 29 25 29.38 26.57 31.28 30.16

10 Porosity % 21 28 33.7 22.8 30.1 29.5 22.32 34.28

11 Texture

Sand % 73.51 53.65 81.7 58.32 74.93 63.19 29.65 37.6

Silt % 23.5 41.35 16.29 37.68 22.07 32.81 64.35 58.4

Clay % 3 5.0 2 4 3 4 6 4

12 Available Nitrogen mg/kg 172.6 251.4 372.3 421.53 215.38 328.6 229.1 375.26

13 Nitrate (mg/kg 3.18 7.18 5.17 9.28 9.29 12.19 6.19 4.28





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S1 S2 S3 S4 S5 S6 S7 S8

14 Available Phosphorous

(mg/kg

47.2 102.3 56.97 67.25 73.29 82.49 48.29 51.21

15 Potassium (mg/kg 219.8 621.4 257.14 306.34 148.28 161.37 182.76 193.23

16 Calcium (mg/kg 271.8 298.4 354.13 286.73 318.23 191.23 132.21 176.45

17 Magnesium (mg/kg 79.27 216 95.35 76.96 112.18 119.47 56.28 75.16

18 Acidity % Nil Nil Nil Nil Nil Nil Nil Nil

19 Alkalinity % 0.14 0.16 0.17 0.11 0.09 0.18 0.05 0.04

20 Sulphate (mg/kg 59.28 142.3 64.29 83.18 78.35 89.17 101.27 98.76

21 Boron (mg/kg 32.42 43.94 11.23 15.28 15.64 18.72 87.19 116.29

22 Zinc (mg/kg 43.2 39.8 29.18 31.67 28.79 27.36 56.28 61.17

23 Copper (mg/kg 13.28 18.27 11.49 12.38 16.14 21.38 28.38 34.28

24 Manganese (mg/kg 172.7 298.4 193.28 213.45 518.88 487.25 179.89 185.31

25 Iron (mg/kg 8271.2 9271.5 1293.1 1828.18 1982.32 2137.92 2832.28 3283.17

26 Lead (mg/kg 0.42 1.38 0.59 0.81 2.18 0.96 1.82 1.24

27 Cadmium (mg/kg ND ND ND ND ND ND ND ND

28 Chromium (mg/kg 17.28 21.39 15.28 19.36 17.21 15.39 20.18 24.35

29 Mercury (mg/kg ND ND ND ND ND ND ND ND

30 Molybdenum (mg/kg ND ND ND ND ND ND ND ND

31 Chloride (mg/kg 392.1 423.6 253.19 329.2 672.18 719.42 271.38 198.27

32 Sodium (mg/kg 65291.7 72938.1 68219.3 70721.4 72817.3 78925.1 89271.2 98235.4

33 Organic Carbon % 0.14 0.23 0.71 0.56 0.22 0.68 0.15 0.11





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S.No. Location

Code Location Name Distance Direction

1 S-1 Near ETP in Plant - -

2 S-2 Near Treated Wastewater Utilization area for irrigation

- -

3 S-3 Phullo Khari Village ~1.55km E

4 S-4 Raman Mandi ~2.30 km NNE

5 S-5 Ramsara Village ~1.43 km N

6 S-6 Naurang Village ~1.00 km W

7 S-7 Tarkhanwala Village ~4.80 km NNW

8 S-8 Desu Village ~3.47 km S

3.0 AMBIENT AIR QUALITY The sources of air pollution in the region are industrial emissions, vehicular traffic, dust arising from unpaved village roads and domestic fuel burning. The prime objective of the baseline air quality study was to establish the existing ambient air quality of the area. This will be useful for assessing the conformity to standards of the ambient air quality during the operation of the proposed power project. The monitoring locations for establishing the baseline status of ambient air quality has been identified on the basis of the following considerations:

1. Meteorological conditions 2. Topography of the study area 3. Category of the area like habitat, forest etc. 4. Representative of likely affected area

Further, due consideration were also given to the likely affected zones during construction and operation of the plant. The location of human habitation and other sensitive areas within the study area were also considered in selection of ambient air quality monitoring locations. Eight (8) numbers of monitoring stations were set up to assess the existing air quality of the area. The locations of the monitoring stations were based on the frequent wind directions in order to site the stations as close as feasible to the anticipated maximum pollutant deposition areas, moreover, duly considering human habitation and proximity to sensitive zones within the study area. Logistic considerations as ready accessibility, security, availability of reliable power supply etc. were examined while finalizing the monitoring locations. Ambient Air Quality Monitoring was conducted on three months (October, November & December, 2017).

The Ambient Air Quality Monitoring locations have been shown in Table-3.1. The relative direction and distance of these locations with respect to the plant site have been given in Table-3.1.







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Table 3.1: Salient Features of Ambient Air Quality Monitoring Locations

Location Code

Location

Distance from

Site(km)

Direction w.r.t Project Site

A1 RamanMandi ~2.30km NNE

A2 PhulloKhari ~1.55km E

A3 Tigri ~3.79km WNW

A4 Tarkhanwala ~4.80km NNW

A5 Giyana ~4.40km SE

A6 Hassu ~1.16km SSW

A7 Malkana ~6.21km ENE

Table 3.2: Ambient Air quality monitoring results for October-December, 2017

Sr. No.

Parameters

Monitoring Station

#NAAQS: 2009 Standards

Test Method

A1

A2 A3 A4 A5 A6 A7

1 Particulate matter (PM2.5),µg/m3

166

160

162

171

160

149

147 60 Gravimetric

2 Particulate matter (PM10),µg/m3

289

285

271

307

259

249

253 100 IS-5182(P-23)

3 Sulphur Dioxide (as SO2), µg/m3

12.4

13.6

15.0

16.8

15.2

13.5

14.0 80 IS-5182(P-2)

4 Nitrogen Dioxide (as No2),µg/m3

23.8

23.5

22.9

24.6

21.6

21.8

21.0 80 IS-5182(P-6)

5 Carbon Monoxide (as CO),mg/m3

1.4

1.2

1.3

1.3

1.3

1.3

1.3 04 NDIR Method

6 Ammonia (as NH3), µg/m3

15.7

15.0

15.2 14.5

14.8

15.5

14.0 400 Method of Air Sampling & Analysis

7 Ozone (as O3), µg/m3

39.7

33.7

31.8

27.2

25.7

27.8

30.3 100 Chemical Method

The minimum value of PM2.5 was recorded as 147 µg/m3 and maximum value of 171 µg/m3 from October to December, 2017 period. The minimum value of PM10 was recorded as 249 µg/m3 and maximum value of 307 µg/m3 from October to December, 2017 period. The minimum value of SO2 was recorded as 12.4 µg/m3 and maximum value of 16.8 µg/m3 from October to December, 2017 period. The minimum value of NO2 was recorded as 21 µg/m3 and maximum value of 24.6 µg/m3 from October to December, 2017 period. The minimum value of CO was recorded as 1.2 µg/m3 and maximum value of 1.4 µg/m3 from October to December, 2017 period. The minimum value of NH3 was recorded as 14 µg/m3 and maximum value of 15.7 µg/m3 from October to December, 2017 period. The minimum value of O3 was recorded as 25.7 µg/m3 and maximum value of 39.7 µg/m3 from October to December, 2017 period.







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The high value of PM10 and PM2.5 were monitored during the survey period is because of crop stubble burning all around the surrounding villages of the refinery. The crop residue burning is added particulate matter to the environment which reflected in refinery AAQMS data as well as data collected by baseline data collection agency. All other values are found within limit. MHC, NMHC and Total HC were measured at Five (5) locations in the month of October, November & December, 2017. VOC motoring results are given in Table 3.3 (a), (b), (c).

Table 3.3 (a): Ambient Air quality monitoring results for VOC in ppm for Month of October, 2017

S. No.

Locations

Parameter

Methane Hydrocarbon

(CH4)

Non-Methane Hydrocarbon

(NMHC)

Total Hydrocarbon

(THC)

1 Naurang Village 1.5 1.0 2.5

2 Hassu Village 1.2 0.7 1.9

3 Ramsara Village 0.8 0.3 1.0

4 Kanakwal Village 1.8 0.7 2.5

5 Phullo Khari Village 1.9 0.9 2.8

Table 3.3 (b): Ambient Air quality monitoring results for VOC in ppm for Month of November, 2017

S. No.

Locations

Parameter

Methane Hydrocarbon

(CH4)


(NMHC)

Total Hydrocarbon

(THC)












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Table 3.3 (c): Ambient Air quality monitoring results for VOC in ppm for Month of December, 2017

S. No.

Locations Parameter

Methane Hydrocarbon

(CH4)


(NMHC)

Total Hydrocarbon

(THC)






The ambient air quality is measured by AAQMS stations installed inside the Refinery & the monitoring values have been given in Table-3.4. The value of PM10 and PM2.5 were exceeding the limit due to heavy agricultural waste burning in the surrounding villages.

Table 3.4: Ambient Air quality monitoring results inside the Refinery

(October - December, 2017)

4.0 WATER ENVIRONMENT 4.1 Surface Water Quality

Study area forms part of Indo-Gangetic plain and exhibits flat terrain with isolated sand dunes. There is no well defined drainage system and is drained by canals such as Bhakra Main, Bathinda Branch, Kotla Branch and Adohar Branch. All the canals are run towards East. The entire canal system belongs to Bathinda Branch canal. The canals in the study area include Bhakra Canal, Malkana Water course, Talwandi Distributary, Bangi Distributary.

STATION SO2 NO2 CO PM 10 PM 2.5 HCM HCNM

AAQMS1 4.59 15.16 0.73 271.81 147.94 0.60 0.41

AAQMS2 3.59 14.44 0.77 301.40 131.76 0.58 0.38

AAQMS3 5.22 16.20 0.89 268.25 170.33 0.58 0.38

AAQMS4 5.57 14.13 0.75 216.14 173.35 0.57 0.37

AAQMS5 6.69 14.04 0.75 274.30 156.20 0.56 0.37







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Table - 4.1: List of Surface Water Quality Monitoring Stations

S.N. Code Location

1 SW1 Kotla Branch Canal (Upstream)

2 SW2 Kotla Branch Canal (Downstream)

Analysis of the samples is carried out as per standard prescribed methods at the laboratory and summary is given in Table 4.2.

Table – 4.2: Surface Water Quality

The samples were taken to analyze the surface water quality of the canal within the study area. It has been observed that all the parameters were well within the desirable limits of drinking water standards IS:10500.

4.2 Ground Water Quality

Ground water has been found as the most important source for catering the domestic needs of water consumption of local population throughout the study area. Therefore, any kind of deterioration owing to the industrial or the urban activities in the quality of ground water will pose serious threat to health and attention needs to be paid towards maintaining the quality of water using all possible tools such as regular monitoring with spontaneous remedial suggestions, if required. With this view, 7 monitoring stations (tube wells) in the

S. No.

Parameters Unit Test Results

Requirement IS:10500

2012

Protocol

Desirable Permissible

SW1

SW2

1 pH - 7.18 7.29 6.5-8.5 6.5-8.5 IS–3025 (P-11)

2 Electrical Conductivity u/S/CM 398 317 -

3 Total Dissolved Solids mg/l 298 261 500 2000 IS:3025 (P-16)

4 Alkalinity as (CaCO3) mg/l 76 87 200 600 IS:3025 (P-23)

5 Total Hardness as (CaCO3) mg/l 112.67 119.21 200 600 IS: 3025 (P-21)

6 Chlorides mg/l 7 4 250 1000 IS:3025(P-21)

7 Fluorides mg/l 0.16 0.18 1.0 1.5 APHA 22nd Ed.

8 Sulphate mg/l 76 29 200 400 APHA 22nd Ed.

9 Total Suspended Solids mg/l 37 45 - - IS:3025 (P-17)

10 Nitrates mg/l ND ND 45 No Relaxation IS–3025 (P-34)

11 Mercury mg/l ND ND 5 15 APHA 22nd Ed.

12 Chromium mg/l ND ND 0.05 No Relaxation APHA 22nd Ed.

13 Arsenic mg/l ND ND 0.01 0.05 APHA 22nd Ed.

14 Lead mg/l ND ND 0.01 No Relaxation APHA 22nd Ed.

15 Cyanide mg/l ND ND 0.05 No APHA 22nd Ed.

16 Total Coliform MPN/100ml Absent Absent Absent Absent IS: 1622

17 COD mg/l 15 19 - - APHA 22nd Ed.

18 BOD mg/l ND ND - - APHA 22nd Ed.

19 O & G mg/l ND ND - - APHA 22nd Ed.

20 Dissolved Oxygen (as DO) mg/l 7.8 7.2 - - APHA 22nd Ed.







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study area are identified for assessment of ground water quality. These stations have been spread over the study area. The list of stations is given in Table 4.3.

Table-4.3: List of Ground Water Quality Monitoring Stations

Code Monitoring Location Direction from Site Distance (km) from site

GW-1 PhulloKhari Village E ~1.55

GW-2 Naurang Village W ~1.00

GW-3 Ramsara Village N ~1.43

GW-4 Tarkhanwala Village NNW ~4.80

GW-5 Desu Village S ~3.47

GW-6 Raman Mandi NNE ~2.30

GW-7 Hassu Village SSW ~1.16

The groundwater quality was compared with IS:10500 drinking water standards prescribed by WHO. Following observations have been made.

Total hardness was found to be higher than the permissible limits of IS:10500 standards in Phullo Khari, Raman Mandi and Hassu village,

Alkalinity is found to be on higher side in Hassu and Tarkhanwala village, Magnesium contents are found to exceed the permissible limits of IS:10500 drinking

water standards in Raman Mandi village, In most of the villages fluoride content are found to be on higher side namely

Naurang, Desu, Raman Mandi & Hassu village,



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Table - 4.4 (a): Ground Water Quality (October, 2017)



2012 Protocol

Desirable Permissible GW1 GW2 GW3 GW4 GW5 GW6 GW7

1 pH - 8.18 8.34 7.27 7.65 7.71 7.18 7.25 6.5-8.5 6.5-8.5 IS–3025 (P-11)

2 Odor - Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable IS–3025 (P-5)

3 Color Hazen 3 3 3 3 3 3 3 5 15 IS–3025 (P-4)

4 Taste - Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable IS–3025 (P-7)

5 Temperature 0C 24.6 23.8 24.1 25.3 24.1 25.2 24.8 - - IS–3025 (P-9)

6 Turbidity mg/l 0.76 0.62 0.89 0.51 0.97 0.52 0.76 1 5 APHA 22nd

Ed.

7 Total Dissolved Solids mg/l 1097 1273 1381 1182 1126 1261 1093 500 2000 IS:3025 (P-16)

8 Alkalinity as (CaCO3) mg/l 240 400 280 680 144 320 920 200 600 IS:3025 (P-23)

9 Total Hardness as (CaCO3) mg/l 640 440 600 220 248 744 640 200 600 IS: 3025 (P-21)

10 Chlorides mg/l 391.8 51.9 135.9 49.9 19.9 129.9 295.9 250 1000 IS:3025(P-21)

11 Fluorides mg/l 0.76 1.72 0.67 0.98 2.8 2.6 2.73 1.0 1.5 APHA 22nd

Ed.

12 Calcium as Ca mg/l 304 260 400 64 80 360 580 75 200 IS–3025 (P-40)

13 Magnesium as Mg mg/l 79 54 96 41 74 123 82 30 100 IS–3025 (P-46)

14 Sulphate mg/l 118.8 201.26 109.87 182.16 201 76 271.3 200 400 APHA 22nd

Ed.

15 Nitrates mg/l 38.7 45.8 29.7 34.6 76.4 61.9 32.17 45 No Relaxation IS–3025 (P-34)

16 Phenolic Compounds mg/l ND ND ND ND ND ND ND 0.001 0.002 IS–3025 (P-43)

17 Iron (as Fe) mg/l 0.17 0.10 0.16 0.17 0.12 0.11 0.19 0.3 No Relaxation APHA 22nd

Ed.

18 Mercury mg/l ND ND ND ND ND ND ND 0.001 No Relaxation APHA 22nd

Ed.

19 Zinc mg/l ND ND ND ND ND ND ND 5 15 APHA 22nd

Ed.

20 Cadmium mg/l ND ND ND ND ND ND ND 0.003 No Relaxation APHA 22nd

Ed.

21 Chromium mg/l ND ND ND ND ND ND ND 0.05 No Relaxation APHA 22nd

Ed.

22 Arsenic mg/l ND ND ND ND ND ND ND 0.01 0.05 APHA 22nd

Ed.

23 Lead mg/l ND ND ND ND ND ND ND 0.01 No Relaxation APHA 22nd

Ed.




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Note: UO=Un-objectionable, AG = Agreeable, ND = Not Detectable

24 Boron mg/l ND ND ND ND ND ND ND 0.5 1.0 APHA 22nd

Ed.

25 Cyanide mg/l ND ND ND ND ND ND ND 0.05 No APHA 22nd

Ed.

26 Selenium mg/l ND ND ND ND ND ND ND 0.01 No APHA 22nd

Ed.

27 RFC mg/l ND ND ND ND ND ND ND 0.2 1.0 APHA 22nd

Ed.

28 Total Pesticides mg/l ND ND ND ND ND ND ND - - APHA 22nd

Ed.

29 Mineral Oil mg/l ND ND ND ND ND ND ND 0.5 No APHA 22nd

Ed.

30 Anionic Detergent mg/l ND ND ND ND ND ND ND 0.2 1.0 APHA 22nd

Ed.

31 Aluminium mg/l ND ND ND ND ND ND ND 0.03 0.2 APHA 22nd

Ed.

32 Total Coliform MPN/100ml Absent Absent Absent Absent Absent Absent Absent Absent Absent IS: 1622

33 Total Suspended Solids mg/l 9 19 17 11 13 6 10 - - IS:3025 (P-17)

34 Sodium mg/l 300 80 82 300 47 85 300 - - IS:3025 (P-45)

35 Potassium mg/l 15 7 8 19 9 20 80 - - IS:3025 (P-45)

36 Oil & Grease mg/l ND ND ND ND ND ND ND - - APHA 22nd

Ed.

37 Electrical Conductivity uS/cm 2326 2765 1664 1983 641 2020 3130

38 Manganese mg/l ND ND ND ND ND ND ND 0.1 0.3 APHA 22nd

Ed.

39 Copper mg/l 0.27 0.19 0.17 0.12 0.14 0.16 0.18 0.05 1.5 APHA 22nd

Ed.

40 Selenium mg/l ND ND ND ND ND ND ND 0.01 No Relaxation APHA 22nd

Ed.

41 Nickel mg/l ND ND ND ND ND ND ND 0.02 No Relaxation APHA 22nd

Ed.

42 BOD mg/l ND ND ND ND ND ND ND - - APHA 22nd

Ed.

43 COD mg/l ND ND ND ND ND ND ND - - APHA 22nd

Ed.

44 Silica mg/l 21 23 27 25 34 19 27 - - APHA 22nd

Ed.




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Table - 4.4 (b): Ground Water Quality (November, 2017)

S. No. Parameters Unit Location


2012 Protocol


GW1 GW2 GW3 GW4 GW5 GW6 GW7

1 pH - 8.25 8.16 7.12 7.32 7.42 7.39 7.18 6.5-8.5 6.5-8.5 IS–3025 (P-11)


3 Color Hazen 3 3 3 3 3 3 3 5 15 IS–3025 (P-4)



6 Turbidity mg/l 0.69 0.52 0.76 0.48 0.76 0.46 0.53 1 5 APHA 22nd Ed.


8 Alkalinity as (CaCO3) mg/l 263 396 311 572 141.3 291.2 891 200 600 IS:3025 (P-23)


10 Chlorides mg/l 356.2 89.4 129.3 59.8 23.4 98 261.4 250 1000 IS:3025(P-21)

11 Fluorides mg/l 0.72 0.98 0.54 0.65 2.1 2.7 1.92 1.0 1.5 APHA 22nd Ed.



14 Sulphate mg/l 113.8 198.5 114.73 143.26 108 87 254.3 200 400 APHA 22nd Ed.



17 Iron (as Fe) mg/l 0.15 0.13 0.17 0.19 0.15 0.17 0.14 0.3 No Relaxation APHA 22nd Ed.

18 Mercury mg/l ND ND ND ND ND ND ND 0.001 No Relaxation APHA 22nd Ed.

19 Zinc mg/l ND ND ND ND ND ND ND 5 15 APHA 22nd Ed.

20 Cadmium mg/l ND ND ND ND ND ND ND 0.003 No Relaxation APHA 22nd Ed.

21 Chromium mg/l ND ND ND ND ND ND ND 0.05 No Relaxation APHA 22nd Ed.

22 Arsenic mg/l ND ND ND ND ND ND ND 0.01 0.05 APHA 22nd Ed.

23 Lead mg/l ND ND ND ND ND ND ND 0.01 No Relaxation APHA 22nd Ed.

24 Boron mg/l ND ND ND ND ND ND ND 0.5 1.0 APHA 22nd Ed.

25 Cyanide mg/l ND ND ND ND ND ND ND 0.05 No APHA 22nd Ed.

26 Selenium mg/l ND ND ND ND ND ND ND 0.01 No APHA 22nd Ed.




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27 RFC mg/l ND ND ND ND ND ND ND 0.2 1.0 APHA 22nd Ed.

28 Total Pesticides mg/l ND ND ND ND ND ND ND - - APHA 22nd Ed.

29 Mineral Oil mg/l ND ND ND ND ND ND ND 0.5 No APHA 22nd Ed.

30 Anionic Detergent mg/l ND ND ND ND ND ND ND 0.2 1.0 APHA 22nd Ed.

31 Aluminium mg/l ND ND ND ND ND ND ND 0.03 0.2 APHA 22nd Ed.



34 Sodium mg/l 276 76 98 261 56 76 305 - - IS:3025 (P-45)


36 Oil & Grease mg/l ND ND ND ND ND ND ND - - APHA 22nd Ed.


38 Manganese mg/l ND ND ND ND ND ND ND 0.1 0.3 APHA 22nd Ed.

39 Copper mg/l 0.23 0.20 0.15 0.11 0.13 0.14 0.17 0.05 1.5 APHA 22nd Ed.

40 Selenium mg/l ND ND ND ND ND ND ND 0.01 No Relaxation APHA 22nd Ed.

41 Nickel mg/l ND ND ND ND ND ND ND 0.02 No Relaxation APHA 22nd Ed.

42 BOD mg/l ND ND ND ND ND ND ND - - APHA 22nd Ed.

43 COD mg/l ND ND ND ND ND ND ND - - APHA 22nd Ed.

44 Silica mg/l 23 21 29 21 31 25 29 - - APHA 22nd Ed.




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Table - 4.4 (c): Ground Water Quality (December, 2017)

S. No. Parameters Unit Location


2012 Protocol


GW1 GW2 GW3 GW4 GW5 GW6 GW7

1 pH - 7.65 7.87 7.23 7.28 7.32 7.32 7.34 6.5-8.5 6.5-8.5 IS–3025 (P-11)


3 Color Hazen 3 3 3 3 3 3 3 5 15 IS–3025 (P-4)



6 Turbidity mg/l 0.53 0.47 0.69 0.51 0.69 0.54 0.46 1 5 APHA 22nd Ed.


8 Alkalinity as (CaCO3) mg/l 291 337 298 472 134.2 261.2 916 200 600 IS:3025 (P-23)


10 Chlorides mg/l 327 97 115.4 67.4 26.5 85 198.3 250 1000 IS:3025(P-21)

11 Fluorides mg/l 0.65 0.83 0.51 0.60 2.6 2.8 1.27 1.0 1.5 APHA 22nd Ed.



14 Sulphate mg/l 118.9 173.8 117.8 123.5 104 96 281.3 200 400 APHA 22nd Ed.



17 Iron (as Fe) mg/l 0.17 0.14 0.14 0.16 0.18 0.13 0.15 0.3 No Relaxation APHA 22nd Ed.

18 Mercury mg/l ND ND ND ND ND ND ND 0.001 No Relaxation APHA 22nd Ed.

19 Zinc mg/l ND ND ND ND ND ND ND 5 15 APHA 22nd Ed.

20 Cadmium mg/l ND ND ND ND ND ND ND 0.003 No Relaxation APHA 22nd Ed.

21 Chromium mg/l ND ND ND ND ND ND ND 0.05 No Relaxation APHA 22nd Ed.

22 Arsenic mg/l ND ND ND ND ND ND ND 0.01 0.05 APHA 22nd Ed.

23 Lead mg/l ND ND ND ND ND ND ND 0.01 No Relaxation APHA 22nd Ed.

24 Boron mg/l ND ND ND ND ND ND ND 0.5 1.0 APHA 22nd Ed.

25 Cyanide mg/l ND ND ND ND ND ND ND 0.05 No APHA 22nd Ed.

26 Selenium mg/l ND ND ND ND ND ND ND 0.01 No APHA 22nd Ed.

27 RFC mg/l ND ND ND ND ND ND ND 0.2 1.0 APHA 22nd Ed.




REFINERY LIMITED




28 Total Pesticides mg/l ND ND ND ND ND ND ND - - APHA 22nd Ed.

29 Mineral Oil mg/l ND ND ND ND ND ND ND 0.5 No APHA 22nd Ed.

30 Anionic Detergent mg/l ND ND ND ND ND ND ND 0.2 1.0 APHA 22nd Ed.

31 Aluminium mg/l ND ND ND ND ND ND ND 0.03 0.2 APHA 22nd Ed.



34 Sodium mg/l 251 98 91 193 59 67 271 - - IS:3025 (P-45)


36 Oil & Grease mg/l ND ND ND ND ND ND ND - - APHA 22nd Ed.


38 Manganese mg/l ND ND ND ND ND ND ND 0.1 0.3 APHA 22nd Ed.

39 Copper mg/l 0.21 0.18 0.14 0.14 0.17 0.15 0.15 0.05 1.5 APHA 22nd Ed.

40 Selenium mg/l ND ND ND ND ND ND ND 0.01 No Relaxation APHA 22nd Ed.

41 Nickel mg/l ND ND ND ND ND ND ND 0.02 No Relaxation APHA 22nd Ed.

42 BOD mg/l ND ND ND ND ND ND ND - - APHA 22nd Ed.

43 COD mg/l ND ND ND ND ND ND ND - - APHA 22nd Ed.

44 Silica mg/l 24 18 27 20 29 31 43 - - APHA 22nd Ed.







REFINERY LIMITED



5.0 NOISE ENVIRONMENT

A total of Five (5) locations within an area of 10 km radius around the project site have been selected for measurement of ambient noise levels in the month of October to December, 2017. These locations and noise levels are given in Table 5 (a), (b) & (c).

5.1 Ambient Noise Monitoring In the present study, a sound level meter has measured sound pressure levels. Since loudness of sound is important for its effects on people, the dependence of loudness on frequency must be taken into account in environmental noise assessment. This has been achieved by using A-weighting filters in the noise measuring instrument which gives a direct reading of approximate loudness. Moreover, A-weighted equivalent continuous sound pressure level (Leq) values have been computed from the values of A-weighted sound pressure level (SPL) measured with the help of a noise meter. At each location, readings were taken at uniform interval over a twenty-four hours period, divided into day and night shifts. For a particular location daytime Leq has been computed from the SPL values measured between 6.00 A.M to 10.00 P.M and night time Leq from the SPL values measured between 10.00 P.M to 6.00 A.M, such that comparison could be made with the National Ambient Noise Standards.

5.2 Noise Levels in the Study Area On comparing with the noise limits specified by The Noise Pollution (Regulation &Control) Rules, 2000, the noise levels within the plant boundary are found to be well within the limits. Whereas the noise level in nearby villages is found to be within the limits during day time and in night time noise levels.







REFINERY LIMITED



Table 5 (a): Noise Levels in the study area (October, 2017)

S.No.

Location Code & Name

Location Category

Test Result

dB(A)

Day Time

Test Result

dB(A)

Night Time

Permissible Limit in dB(A) Leq For Residential area 55 dB(A) 45 dB(A)

1 PhulloKhari Village Residential 52.4 42.4

2 NaurangVillage Residential 50.7 40.5

3 Kanakwal Village Residential 53.5 42.6

4 HassuVillage Residential 49.9 41.7

5 RamanMandi Residential 54.1 43.5

Table 5 (b): Noise Levels in the study area (November, 2017)

S.No.


Location Category

Test Result

dB(A)

Day Time

Test Result

dB(A)

Night Time







Table 5 (c): Noise Levels in the study area (December, 2017)

S.No.


Location Category

Test Result

dB(A)

Day Time

Test Result

dB(A)

Night Time







~rro

", rrl'lll Av,1

amn q-;q~Cj'<OI, crar tref ~9 rrl"\~_ .....".,..........

G0V,'ERNMENT Olr INEliA

MINISTR¥ OF ENVIRONMENT, FO ST & CLIMATE CHANGE

~: 4-8112004-RO (N )/'2c3-294 ~:JiJ·2017

>lfu, 2..0

W~~ICh, (~~ ~),

qllfCl(OI, CR ~ '*1Cl:I~ qRClcf, 4?llc>Pll,

tRu ;q'llfCl(OI 'l.rq-;r,

~ «rrrT 'Rs I ~, 1{ ~ - 1100.03

~: 1. N1oclifiicafilon 011 Retil'l ry Configurat,i@n of 9 MMTPA Refin ry Pr@j ct at ViII g

Phulo iKhari, 'feh Talwandi 'aboo, BaLhinda, Punjab by MI Guru Gobind Singh ~efinerics ILtd. - <0ertificatioll reg. 2.. EXP~lil.si0n of Refinery from 9 MM1flPA t@ 1a.25 MMTPA a~ Vill Phulo Kheri, 'f h Talwandi Saboo, Bathinda" Ptmjabty Mis HPCL - Mittal En rgy Ltd.- reg.

~'l.f: I. Mini tvy letteI1 No. J-] 1011127'f>/'2.007 LA II ~L) dated 16.07.2007 2. Ministry letter No. J-IIOlItl75/2007IA II mdated 22.06.2015

. I \,T.

I 0030

01 phollo N Fux No.

::sq{'ICf(il M'l.'fuj ~ ~ ~'l.f if "3CRf QRll'l \3l 'ill cnJ 4l.lfCl{Onll ~~q:;)OI "ff ~

~ ~ ~ ~ cfl a;j~'ilIZVI'1 ~ oefibi lcati@n of eOliNpliarooe cf; F1if:!(II~{\lI(,

~a;rur SlRi~'<;'i (ATf.1clRl l ~) ~ GJ\f "ffi9r.f q11j ~ t I

• I'> 'd t 1fecblical S€fV HPCL-Mittal Energy Ltd., INOX Towers, .'. (. :- The '\,.."lGe ,F·reSl en, ' . c ~ 16 qA Plot W@. 1v Neida -201301 . ~ .:>eCLor- n, ' .---. '--

~-

36

.

Monitoring the Implementation of Environmental "'are Guards Ministry of 1~llvironmcnt& Forest

Wcstern Region, Regional Officc, Bhopal MONITORING REPORT

PART-I DATASH£ET

I

2

Project type: River Valley/MininglTndustry/ Thermal/Nuclear/Other (Specify) Name of the Project

3 Clearance letter (s) OM No. & date

4

5

6

b) Address of the Exe.lProject Eng.lManager (Pin Code & telephone/telex/fax numbers.

Salient Features a) Of the Project b) Of the EMP

Location a) Districts b) State(s) c) Location Latitude/Longitude Address for Correspondence a) Address of the Concerned

Engineer (with Pin telephone/telex/fax numbers.

Project Chief Code &

fndustry

I. Modification of refinery configuration of 9 MMTPA refinery project, ViII. Phullokhari, Tal.Talwandi Saboo, Bhatinda.

2. HPCL-Mittal Energy Ltd, Guru Gobind Singh Refinery, Vill.Phullokhari, Tal. Talwandi aboC), Bhatinda.

1. J-I 10 J 1/275/2007-IA II dated 16.7.2007 & amended dated 7.7.20 I 0

2. J-II 0 111275/2007 IA Il en dated 22.6.2015

Bathinda Punjab 29°55'08.95"N / 74°57' 16.98"E

Mr. Narendra Verma AGM - Technical Services (HQ) Email: [email protected] Mobile: +918054100989; Tel. 01655-272807

- 00

Low Cost Expansion Project to increase refinery capacity from 9 MMTPA to 11.25 MMTPA.

Environment Monitoring Programme Details given below.

7 Breakup of the project area The proposed facility is coming within Industrial a) Submergence area: forest & non-forest Premises b) Others

8 Breakup of the project affected population with NA enumeration of those losing houses/dwelling units only agricultural land only Both dwelling units & agricultural land & landless laborers/artisans a) SC, ST/Adivasi b) Others (Please indicate whether these figures are based on any scientific and systematic survey carried out or only provisional figures, if a survey is

Certification & MNR repor ofHPCL-Mittal Energy Ltd, Guru Gobind Singh Refinery, Bhatinda dtd 4.7.2017

· carried out give details & year of survey)

9 Financial details financial details, as provided, of various projects a) Project cost 8' originally planned and arc a bt:low: subsequent revised cstimates and the year of price reference 2007 2015 b) Allocation made for EMP with item wi e and year wise break up c) BC ratio / iRR. and the year of a essment d) Whether (c) includes the cost of M as shown in the above e) Actual expenditure incurred on project f) Actual expenditure incurred on EMP so far

a. b. c. d. e. f.

Rs 13119 Crs

13.66% in 2007 -Rs 10868 Crs Rs 69.08 Crs recurring

Rs 2160 Crs

;

10 Forest land requirement NA a) The status of approval for diversion of forest land for non-forestry use b) The status of clearing/felling c) The status of CA , if any d) Comments on the viability and sustainability of CA programme in the light of actual field experience so far

11 The status of clear felling in non-forest areas NA (such as submergence area of reservoir, approach road etc) if any with quantitative information required

12 Status of construction (Actual &/ or planned) a) Date of commencement May 2011 (EC 2007); 9.9.2014 (EC 2015) b) Date of completion August 20 II (EC 2007); 31.1 0.20 17 (EC 2015)

13 Reason for the delay, if project is yet to start Details not provided. 14 Dates of site visit

a) Date on which the project was monitored 26.20.06,23.7.09,22.1.13,10.6.14 (EC 2007) by the RO on previous occasions ifany

b) Date of sit visits for this monitoring report 4.7.2017 (ECs 2007 & 2015) 15 Details of correspondence with project -

authorities for obtaining act on plans/information on status of compliance to safeguards other than the routine letters for logistic support for site visits) (The first monitoring report may contain the details of all the letters issued so far, but the later reports may cover only the letter issued subsequently).

Certification & MNR repor ofHPCL-Minal Energy Ltd, Guru Gobind Singh Refinery, Bhatinda dtd 4.7.2017 2

PART-II & 111 DESCRIPTIVE REPORT ON STATU OF COMPLIANCE TO CONDITIONS OF ENVIRONMENTAL CLEARANCE AND ENVIRONMENTAL MANA EMENT

O.M. No & date: 1. J-I10l1l275/2007-IA 11 dated 16.7.2007 & amended dated 7.7.2010. 2. J-ll01l/275/2007 IA II (I) d~ltcd 22.6.2015

The review of' conditions stipulated in two , i sued 011 16.7.2007 & 22.6.15, has heen undertaken during the visit and discussions held with Shri Satish Kalra, DUM (Env & Safety). Further, scrutiny of documents, as submitted by PP, & based on site visit followings are observed:

1. All the condition stipulated by this Ministry vide its letter no. J-J 101 1/24/98-1A.1I (1) dated 6.1 1.1998 and J-1101l/275/2007-IA II dated 16.7.2007 & amended dated 7.7.2010 have been complied as reported in last inspection report which has been submitted to the Ministry.

2. Five CAAQMS monitoring stations have already been installed in consultation with PPCS in the existing refinery. Online stack monitoring instruments/analysers have been installed in existing stacks. Analytical data, as submitted, do not show anomaly.

3. eTE, issued by PPCB for expansion project, was expired on 6.9.2016 which has been extended up to 6.9.2017.

4. eTa was found valid up to 31.3.2018. PPCB has issued notices for non- compliance of provisions under Air Act, HWMH Rules, & E-waste Management Rules on 2.5.3013, 28.1.20 f4, 30.7. 20 J4, 21.10.14, 9.12.14, 3.6.2015 & 20.5 2015 respectively. Since PP has submitted replies to different notices and no response of PPCB was submitted to the Ministry, it is understood that issues pertaining to high sulphur emissions, foul smell, generation, storage & disposal of oily waste have been resolved. However, HW storage area was visited (Photo 1) & noticed that area & submission of reports needs improvement.

5. Two piezometers were noticed around HW storage pit during visit (Photo 2). Analysis data of ground water show parameters within limits.

. 6. It was noted from the water balance, as submitted, that 1178 KLPD fresh water was being used in the complex & 345 KLPD effluents was being generated. But quantitative details on utilization of treated effluent for different purpose were not submitted. Nor, proper metering system was observed.

7. It was also observed during the visit that two ponds have been constructed - a) storm water pond having capacity of 172981 m3 water which is used for storing rain water (Photo 3) and for fire fighting & irrigation & b) ecological pond having capacity of210000 m3 of storing ETP treated water.

8. The following modification details were submitted for 11.25 MMTPA expansion:

UNiTS MODIFICATIONS CFBC • Circulating Fluidized Bed Combustion (CFBC) Boilers

• Electrostatic Precipitators (ESPs)

• Solid Handling system

• Refer Annexure 1 for Fuel & Lime quantity for CFBC operation.

• The S02/S03 emission resulting from firing of Coke/Coal is captured by Limestone injected into furnace along with coal! petcoke.

• Pumps: 1 New pump, 8 Existing pump internal(impeller) modifications

• Heat Exchanger: 5 new Exchangers, 4 additional exchangers in parallel of existing, 1 Exchanger modification (Tube bundle replacement), 2 additional Air Coolers

• Column: Tray modification! replacement in 5 columns, Packing replacement in 1 column, Nozzle modification in CDU (Reboiler 0/1) and VDU column (feed. inlet)

• Desalter internal replacement

• Ejector modification

CDUNDU

Certification & MNR repor ofHPCL-Mittal Energy Ltd, Guru Gobind Singh Refll1ery, Bhatinda dtd 4.7.2017 3

• Furnace: Tube addition in convection ccti Transfer line modification in YOU heater

Sulphur Block The required revalnp capacity of Sulphur" • Furnace: New burner in renction furnace

• Pumps: 4 New pump, 2

• Heat Exchanger: 2 new ~ xchatlger- 6 additional existing, 3 added to Air ooler

• Column: Tray modification/ replacement in 5 columns

• Package: Modification in existing ft Iters, new replacement of ejector

VGO • Column: Tray modification in 2 columns,

• Pumps: 2 Existing pump internal(impeller) modifications MSBlock No modification required for revamp. DHDT No modification required for revamp. ncu No modification required for revamp. HGU No modification required for revamp. PPU No modification required for revamp. Treater Block No modification required for revamp. ETP No modification required for revamp.

n of CDU heater, Tube addition and

xi ,ti,p pump interntll(il11pell<.:r) mod ificati n exehanger in parallel of

'xchanger modification (Tubc bundle replacement), additional bay

steam desuperhcaters,

9. It was submitted that around 4800 workers are residing in labour camps that have been provided all necessary infrastructure & facilities including medical facilities.

10. It was observed that safety audit was conducted by M/s Chola Mandalam 28.09.2016 to 01.10.20] 6 and 43 recommendations were recorded. Of these, 37 recommendations have been implemented and remaining 6 are yet to be implemented.

11. The status of progress was found as below:

Description Existing Configuration (MMTPA)

1 CDUIVDU 9

2 NHT/CCR NHTO.94 CCR- 0.5

3 Isomerization Unit 0.32

4 Diesel Hydrotreater 4.2

5 New Diesel Hydrotreater -6 Delayed Coker 2.76

7 Hydrogen Generation Unit 2 x 0.044

8 Sulphur Recovery Unit 2 x 300 TPD

9 Sour Water Stripper 300 + 100 M3/Hr

Under Implementation Configuration (MMTPA) 11,25

NHT 1.18 CCR 0.63 0.40 5.71

-3.45 2 x 0.044

2 x 375 TPD

435.6 + 127 M3/Hr

Proposed Configuration post BS-VI @1l.25 MMTPA

11.25 NHT 1.18 CCR 0.63 0.40 5.71

1.9 3.45 2 x 0.044 + 2 x 0.011 2 x 375 TPD

435.6 + 127 M3/Hr

12. Green belt has been developed over more than 300 acres by planting about 2.39 lakhs saplings as' claimed by PP which found satisfactory at certain places (photo 4).

13. PP has submitted that 12 storage tanks for VGO feed (1), BBU feed (1), slop tank (1), BBU product (7), LCNINHT LN tank (1) & diesel (1) are to be installed.

'14. It was observed during the visit that VB - 5 & 6 (new CFBC boiler) was constructed. Works on coal handling plant & associated facilities, wagon tippler etc., were found in progress (photos 5 -6).

Certification & MNR repor of HPCL-Minal Energy Ltd. Guru Gobind Singh Refinery. Bhatinda dtd 4,7,2017 4

" , 'I I 1'1' \1/'1' t1il'l"l'I'd,,), ,')1.,\ IllUlllhl IlJ11plrall" slalllS lor '()Ildilioll'; .'Iillil:lkd ill 1',(' 1() I' \. l'''' IllIl ';Iii 1111 I '( , ' , ,

III subllJil 111\' alIH~ :lS p I' '()IHlitillll. \1111<)(1,'11. 1'l'j1\l1'1 I'llI' 1'( " I qt H (,>, O()7 11(1\11' I 'n ,,(d>III1II' I IltiL

Hnalyli'ttl lall! \1',1 'n: Ilol slIbjll ill\'d 1'\,!Ilil:II'IV, , . ' 1(1 f>l""l 1l'IS '1lll'llll'lt'l II" " '1 II I" 'I I 7 'II 'I'in!' ) \7 1~1I11111l':,')rI, (. , \1 \ II Ill!' V 'I 1:1 ',111'\ ry V,': I'. 1';lI'I'I\'( nlll PI' VI I • , '

v~ll'i(lliS ('Sl~ pI'( "1':1ll1S. II illl'III(h's J1I;1j,;1' pl'lIjl' 'I. IHIIIWh. ';k ill c1l'\~(·IIIPIII\'111. ('1111'1 '111'111 . 1I1.lpl 11'1.

W0I11l'11 'J11pm Tllll'lll, dairy f:1I'I1Iillg, IW;lltll. '<lII'Ali III IljljlCIIl. IPl'it'1I111J1" HJ1iIIlHllw'dlit. '1\,1;111·, III

·.\pt;llClillll\' illClIlTCd Ull 'SI{ W\'I'l' llul slIhlllilll'd, ..

1/, PP has pIIIJli"lt·d the in!' 1'111<ltil)ll ill Iwn II) 'lIl1'w'plllH'I''i llilllwl' Il'illllllC' 1\;llltilld:l. (I'n ·li"l!) :111 I )1

(l'lIl1.jabi) III \O,J .. ,()I,~ I" 'al'din p rlill If' 1,:(, f\ '1'1 ,1'111' .':1111' I I l' '(l flll'l'mrill-d III I~, )..

'h,wdi arll vid" I'Ll"r I<lL '<I 7.7 ..~n I I R. Cop)' 01' v,t1id policy 1I11c!L.;1' I 1.1 1\<;1 h~l~ b' 'II Sld)lllili 'd, I J. The '~S I<l!' \"1 11 l'illc1l1Cioi y 'al' C'11<lin~J .11 sl Ivllll' ,II ill 1,'OI'lIl _ V \ :1. IInl IlIld III til' \.1, ,I)

'olYlpany aloll". ",vith thL' status of' 1111;liilIiC' uf' IT 'nll<liliQl1s 'I p--I' Illiliol1.

)(). The land status, i \'ntilicdl'C))' prof) s'd ','(.1 all 'inl!. I. II \\\111 in Pholus 7-~ . .21. The mill II/ill'S I' limlllcial clo 'un:$ 01' pI' j 'c.;1 ill ,It,d' <I) I )al.l~ I' fill:11 I '11'1'1/ pI'

elate or fin<lllci:d clo lire - 20,J.20 I.).

FND NOTh:

was submitled b I PA vide letter

I, (hmnology or cvcnts: PA ,h(l' intillial d II,al 'I ()I{ 111)lJli 'l;Ilioll l ~I

'POR which \V , cOIIsiLiered and i "u'd b i Regional Orfie' of'Lile Ministr) lor i:;sutlnc

email dal'd I .7.20\7, 2. lmplementatim) or "onditions: /\11 lht: l1laj I' ndili 11$ I' : '/ \ su·iJ '1 pI' dll Ii 111. I'll 'r'lI i 1\

trade ef'flucl1l. lise of fuel etc, are being C Il1plicd a, 'loillleLi b r.. 11tL.: ' 11c1iliollS .til ULII ' I ill 1\\

ECs. issu'd 11 G,11.1998 & 16.7.2007 Iw\', b\: II Clllllilieci. 'rhe )5'11 r"ti 1I1 \ll',,\,.\1 it" j,,'l :11"J

caleg<:lry wise. a, pe.r 'OilS nt \,vcrc not .Llbmillcd luI' \'el'it~ nlion of pI' i i lIS ,I' l'L1t", IIIU 'I' lh· l'L.

Nor PA uploaded compliance & analyti 'al da[a & other re 'Ql'tls on Lhe y.,i 'b sill; 0" lile \: 1111 ~1I1), t L \\;\ noted from the water balance, as submilled, lhat 1178 I LP fresh wat 'I' \Va' cin l usc I ill lil' ' 1111 I' & 345 KLP[ effluents was being generated, I ut quantilative Ic:lails \)n lllili:z,<.ui II r II" IL' I 'II 11 '1 I I

diftferent purp( se were not submitted. Nor proper In tcrinn y lCI1l \Va' b::; 'I've I. 3. ldollsekeeping: Overall it wa found atUact ry, 4. Review w.r,t'. to MOJTJ!'s leller dated 30,5.2012: The all > ", IIlCllii II 'd rep )1-1 We PI'I,,;I ;11' 'd ;Ift 'I' ,'il " \ isil Il

4.7.2017 ["or the propos d expansi n" 5. Court C}lses: P;.\ has ~ublnill~c1 thell Ih rc is 11 c un ase "gain, l 1.11 'Ill v I'la.' liv' Y ar', 6. tJploading of compliance 011 web .. ite: The uplo(l lin I (f' .. ", conlplian C '\:lll·1. lll! (\!"llvlic<.iI l' r'

exislil~g l)(iojects were v ri fi ci fr )IT) tile website: r til "om, an 1,.1,.1 iell could nor b un tV\"IIJ'1 II·", 1'1 . " \ 111.1" I,' I.)

take Ul? with PP during appraisal. " ' 7. With regnrds to issuance of show ~:allse/c1osllrc Ilotices: PI' II

provisions LInder Air Aot. HWrvlH RlIl', & 12-\ a l Manng m 'I t

2I.JO.14,9.12.14,3.6.2015&20.5_01. illC PPha ubrnitr 'd h ~'1··· b IJF> . . of PPCB was SlIbmllle to ( IV Illlslry y ,It I un -j

" " emissions, (oul smell. (7en ration, torA & dl. I sa~ " I \ a l

Ii, n _, .' l. ,I, II I

II' IIi l>dilTr'ltll ti ,~. I' ,Ill\, II r tou I Lhal i' I' I j·tl" 'I' 1 I ' h

~ ,11,1 l HII have b I 1", lv' l.

Cel1ilic31ion &. MNR lepor ufllPCI.·Mltllll EIl\J,I!D' 1,1<1. <Juru «ioblllcl 'll\r,b R'fill 'I", Hh tllrdu.1I I ,I 7 2017

Certification & MNR repor of HPCL-Mittal Energy Ltd, Guru Gobind Singh Refinery, Bhatinda dtd 4.7.2017 1

Photo 1: Showing status of HW storage area (SLF)

Photo 2: Showing installation of piezometer I SLF

area Photo 4: Showing status of green belt of

refinery

Photo 3: Showing status of storage of storm water pond having capacity of 172981 m3

Certification & MNR repor of HPCL-Mittal Energy Ltd, Guru Gobind Singh Refinery, Bhatinda dtd 4.7.2017 1

Photo 5: Showing status of construction of CFBC boiler units & coal handling facilities.

Photo 6: Showing status of construction of CFBC boiler units & coal handling facilities.

Photo 7-8: Showing status of area identified for proposed expansion

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